Siga este enlace para ver otros tipos de publicaciones sobre el tema: Compressive modulus.
Tesis sobre el tema "Compressive modulus"
Crea una cita precisa en los estilos APA, MLA, Chicago, Harvard y otros
Consulte los 50 mejores tesis para su investigación sobre el tema "Compressive modulus".
Junto a cada fuente en la lista de referencias hay un botón "Agregar a la bibliografía". Pulsa este botón, y generaremos automáticamente la referencia bibliográfica para la obra elegida en el estilo de cita que necesites: APA, MLA, Harvard, Vancouver, Chicago, etc.
También puede descargar el texto completo de la publicación académica en formato pdf y leer en línea su resumen siempre que esté disponible en los metadatos.
Explore tesis sobre una amplia variedad de disciplinas y organice su bibliografía correctamente.
1
Ip, Felix. "Compressive strength and modulus of elasticity of masonry prisms". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0019/MQ48451.pdf.
Texto completo
2
Ip, Felix (Mong Kau Felix) Carleton University Dissertation Engineering Civil and Environmental. "Compressive strength and modulus of elasticity of masonry prisms". Ottawa, 1999.
Buscar texto completo
3
Schoppe, Brett Michael. "SHRINKAGE & MODULUS OF ELASTICITY IN CONCRETE WITH RECYCLED AGGREGATES". DigitalCommons@CalPoly, 2011. https://digitalcommons.calpoly.edu/theses/500.
Texto completoResumen
This paper presents results on experimental research for concrete produced using recycled coarse aggregates (RCA). Five types of coarse aggregates were used in this study, four of which were RCA. The main purpose of this research was to examine how different types and properties of coarse aggregate affected compressive strength, modulus of elasticity, and shrinkage in concrete when natural coarse aggregates were replaced with RCA. Concrete batches were made with water-cement (w/c) ratios of 0.30, 0.45, and 0.60, and substitution percentages ranged from 0% to 100% of natural aggregate with RCA. Test results clearly show that compressive strength, modulus of elasticity, and shrinkage greatly depend on the quality and type of coarse aggregate used. In addition to testing of hardened concrete, predictive models for elasticity and ultimate shrinkage were developed to formulate and reinforce proposed conclusions about the properties and performance for the different RCA.
4
Berenberg, Barry J. (Barry James). "Effect of interweaving on the axial compressive strength and modulus of filament-wound composite cylinders". Thesis, Massachusetts Institute of Technology, 1991. http://hdl.handle.net/1721.1/44266.
Texto completo
5
Yoo, Jiyoun. "Modeling Compressive Stress Distributions at the Interface between a Pallet Deck and Distribution Packaging". Diss., Virginia Tech, 2011. http://hdl.handle.net/10919/39939.
Texto completoResumen
Three components, a pallet, packaging, and material handling equipment, of the unit load portion of the supply chain are physically and mechanically interacting during product storage and shipping. Understanding the interactions between two primary components, a pallet and packaging, in a unit load is a key step towards supply chain cost reduction and workplace safety improvement. Designing a unit load without considering physical and mechanical interactions, between those two components, can result in human injury or death caused from a unsafe workplace environment and increased supply chain operating costs, due to product damage, high packaging cost, disposal expense, and waste of natural resources.
This research is directed towards developing predictive models of the compressive stress distributions using the principle of the beam on an elastic foundation and experimentally quantifying the compressive stress distributions. The overall objective of this study is to develop a model that predicts compressive stress distributions at the interface between a pallet deck and packaging as a function of: pallet deck stiffness, packaging stiffness, and pallet joint fixity. The developed models were validated by comparison to the results of physical testing of the unit load section. Design variables required for modeling included Modulus of Elasticity (MOE) of pallet deckboards, Rotation Modulus (RM) for nailed joints, and packaging stiffness.
Predictive models of the compressive stress distributions were non-uniformly distributed across the interface between pallet deckboards and packaging. Maximum compressive stresses were observed at the deckboard ends over stringer segments. All predictive compressive stress
distributions were influenced by pallet deck stiffness, packaging stiffness, and joint fixity. The less the joint fixity the greater the pallet deck deflection. The stiffer deckboards are more sensitive to joint fixity. For predictive compressive stress distribution models, the measure of the stress concentrations was the Compressive Stress Intensity Factor (SIF), which was the ratio of the estimated maximum compressive stress to the applied stress. Less stiff pallets and stiffer packaging resulted in greater SIF for all end condition models. SIF was reduced by stiffer joint, stiffer pallet deck and more flexible packaging. The stiffer the pallet deck and pallet joint the greater the effective bearing area. The lower stiffness packaging resulted in the greater effective bearing area with all three packages. The predicted effective bearing area was more influenced by pallet deck stiffness than the packaging stiffness.
The developed prediction models were validated by comparison to experimental results. All prediction models fell within 95% confidence bounds except the 3/8-inch deck with free ends and 3/4-inch deck with fixed ends. The difference between predicted and measured results was due to a limitation in pressure sensor range and test specimen construction for the free end model and fixed end model, respectively.
The results show effects of pallet deck stiffness and packaging stiffness on SIFs with percentage changes ranging from 2 to 26% (absolute value of change) for all three end conditions. The sensitivity study concluded that changing both pallet deck stiffness and packaging stiffness more significantly influenced the SIFs than bearing areas.Ph. D.
6
Pfeiffer, Emily (Emily R. ). "The effects of glycosaminoglycan content on the compressive modulus of chondrocyte seeded type II collagen scaffolds". Thesis, Massachusetts Institute of Technology, 2007. http://hdl.handle.net/1721.1/40463.
Texto completoResumen
Thesis (S.B.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 2007.Includes bibliographical references (p. 34-36).
This study examines glycosaminoglycan (GAG) density and aggregate compressive modulus HA of engineered cartilaginous implants. Culture parameters were developed to cause the goat articular chondrocyte seeded type II collagen scaffolds to generate 25 and 50% of the natural biochemical content of articular cartilage, with an overall goal of identifying construct compositions that might provide the most favorable response when implanted into defects in articular cartilage. Several scaffold cross-link densities were compared across constructs cultured in vitro to several time-points. The compressive modulus HA was measured through unconfined compression. One group of scaffolds averaged a compressive modulus one order of magnitude below that of natural tissue. Histological analysis verified that a chondrogenic phenotype was maintained and revealed a concentration of tissue development in the center of most scaffolds. This work includes a design for an original mechanical test apparatus for measuring the Poisson's ratio of the samples, enabling meaningful interpretation of indentation test results.
by Emily Pfeiffer.
S.B.
7
Zhang, Lianyang. "Determination and applications of rock quality designation (RQD)". Elsevier/SCIENCE PRESS, 2016. http://hdl.handle.net/10150/622156.
Texto completoResumen
Characterization of rock masses and evaluation of their mechanical properties are important and challenging tasks in rock mechanics and rock engineering. Since in many cases rock quality designation (RQD) is the only rock mass classification index available, this paper outlines the key aspects on determination of RQD and evaluates the empirical methods based on RQD for determining the deformation modulus and unconfined compressive strength of rock masses. First, various methods for determining RQD are presented and the effects of different factors on determination of RQD are highlighted. Then, the empirical methods based on RQD for determining the deformation modulus and unconfined compressive strength of rock masses are briefly reviewed. Finally, the empirical methods based on RQD are used to determine the deformation modulus and unconfined compressive strength of rock masses at five different sites including 13 cases, and the results are compared with those obtained by other empirical methods based on rock mass classification indices such as rock mass rating (RMR), Q-system (Q) and geological strength index (GSI). It is shown that the empirical methods based on RQD tend to give deformation modulus values close to the lower bound (conservative) and unconfined compressive strength values in the middle of the corresponding values from different empirical methods based on RMR, Q and GSI. The empirical methods based on RQD provide a convenient way for estimating the mechanical properties of rock masses but, whenever possible, they should be used together with other empirical methods based on RMR, Q and GSI. (C) 2016 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V.
8
Feng, Qingming. "Applying Mine Tailing and Fly Ash as Construction Materials for a Sustainable Development". Diss., The University of Arizona, 2015. http://hdl.handle.net/10150/594926.
Texto completoResumen
Geopolymerization has been considered as a new technology to replace the ordinary Portland cement in construction industry. It provides an option to manage the industry waste and byproducts like fly ash, mine tailings. At the same time, the CO₂ emissions can be reduced about 80% compared to that of ordinary Portland cement. The present research includes three main parts. First part is applying mine tailings as construction materials using geopolymerization method. The study is focused on efficiently activating mine tailings, reducing alkali consumption, decreasing curing time and improving compressive strength. We investigate the activation temperature effects, the impacts of additives and effects of forming pressures. The results show that a 40 MPa unconfined compressive strength (UCS) can be achieved with the geopolymerization samples after mine tailings are activated by sodium hydroxide at 170°C for 1 hour with the addition of calcium hydroxide and alkali dissolved aluminium oxide, further compressed with a 10 MPa forming pressure and finally cured at 90°C for 3 days. To elucidate the mechanism for the contribution of additives to geopolymerization, microscopic and spectroscopic techniques including scanning electron microscopy/ energy-dispersive X-ray spectroscopy (SEM/EDX), X-ray diffraction (XRD), and Fourier transform infrared (FTIR) spectroscopy are used to investigate the micro/nanostructure and the elemental and phase composition of geopolymerization specimens. The stress-strain behavior was also characterized. The results shows that the mechanical behavior is similar with that of concrete and the dynamic modulus is 22 GPa, which is comparable with that of concrete. The Young's modulus of geopolymer product was also calculated and the value is in the range of 2.9 to 9.3 GPa. The findings of the present work provide a novel method for the geopolymerization of mine tailings as construction materials. Second section is applying fly ash as a high strength water-resistant construction material. Through the present investigation, a procedure has been studied. The experiment results indicate that the concentration of NaOH, water content, and curing condition can significantly affect the mechanical property of geopolymer matrix. At the same time, the chemical composition, especially the Si/Al ratio and calcium content, is also an important factor during geopolymerization. XRD results show that the amorphous feature can be observed for both high and low calcium fly ash. It is the key of the success of geopolymerizaton due to its high reactivity. XRD, FTIR and SEM tests were performed to study how experiment conditions and the properties of fly ash affect geopolymerization. The obtained compressive strength of the geopolymerization product can reach above 100 MPa. The stress-strain behavior was also characterized. The results shows that the dynamic modulus is 36.5 GPa. The product obtained from the present work shows very high water resistance without losing any compressive strength even after a one month soaking time. Third part is applying the mixture of class C fly ash and mine tailings as construction materials. Through the present investigation, a protocol has been set up. The experiment results of the present work also help set up the working conditions such as activation temperature and time, the concentration of NaOH, the addition of Ca(OH)₂, forming pressure, mine tailing to class C fly ash weight ratio, curing temperature and curing time. To elucidate the mechanism for the contribution of additives to geopolymerization, microscopic and spectroscopic techniques such as SEM/EDX, X-ray diffraction and FTIR spectroscopy were used to investigate the micro/nanostructure and the elemental and phase composition of geopolymerization composite. The obtained compressive strength of the geopolymerization product can reach above 60 MPa. The stress-strain behavior of the geopolymer matrix of the mixture of mine tailing and fly ash were also characterized and the results show that the mechanical behavior is similar to that of concrete with a 24 GPa dynamic modulus. The Young's modulus of geopolymer product was also calculated and the value is in the range of 4.0 to 13.5 GPa. The findings of the present work provide a novel method for the geopolymerization of the mixture of mine tailings and class C fly ash as construction materials, such as bricks for construction and road pavement.
9
Kocuba, Robert. "Diagnostika a hodnocení prefabrikované železobetonové konstrukce". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372269.
Texto completoResumen
This thesis deals with inspection and constructionally technical research of reinforced concrete prefabricated construction from the second half of 20th century. In theoretical part, the research of literature, documents and valid standards is performed, with a focus on production and construction of prefabricated elements and also on the metodology of research. In practical part, the detection of reinforcement of individual elements of the construction and concrete properties is performed. The result of this work is the assessment of the state of the construction, static calculation of the ceiling panel and idea proposal for eventual reconstruction.
10
Parente, Everton Bezerra. "Avaliação do comportamento mecânico das misturas de solo-cimento e fosfogesso e cimento para uso na construção rodoviária". Universidade de São Paulo, 2002. http://www.teses.usp.br/teses/disponiveis/18/18137/tde-05052016-091724/.
Texto completoResumen
Esta dissertação apresenta os resultados de uma pesquisa cujo objetivo principal é avaliar o comportamento mecânico de misturas de solo-cimento e fosfogesso e cimento destinadas à construção de bases rodoviárias. O solo-cimento é um material de uso consolidado em pavimentação. Na composição das misturas de solo-cimento foram utilizados dois diferentes solos pertencentes a um mesmo grupo segundo as classificações HBR e USCS, mas considerados, respectivamente, de comportamento laterítico, segundo a classificação MCT. O fosfogesso é um resíduo sólido na produção de adubos, constituindo-se em um elemento agressivo ao meio ambiente devido a sua natureza ácida e por conter elementos radioativos e metais pesados. Por ser instável frente a ação da água, este material deverá ser estabilizado com cimento para uso em pavimentos. As amostras destas misturas foram submetidas a ensaios de compressão simples, compressão diametral e triaxiais cíclicos. Nos ensaios de compressão simples e compressão diametral, metade dos corpos de prova foi submetida a imersão prévia em água por quatro horas antes dos ensaios e a outra metade foi ensaiada sem imersão. Os corpos de prova com teores de 4, 7 e 10% foram compactados na energia normal de ensaio de Proctor e curados por 3, 7 e 28 dias. Para as misturas de fosfogesso e cimento foram utilizados apenas os teores de 7 e 10%. Observou-se que valores crescentes de tempo de cura e teor de cimento conduziram a maiores valores de resistência e rigidez. Ensaios realizados após imersão em água apresentaram valores de resistência à compressão diametral menores do que os obtidos sem imersão. Os resultados dos ensaios triaxiais cíclicos mostram o efeito predominante da tensão desvio no valor do módulo de resiliência quando comparado com o efeito da tensão de confinamento. Concluiu-se também que as misturas compostas de solo de comportamento laterítico apresentam melhor desempenho que as ) misturas compostas com solos de comportamento não laterítico. Comparando-se o desempenho mecânico das misturas de solo-cimento com o das misturas de fosfogesso e cimento, estas últimas apresentam resistência e rigidez significativamente menores. Entretanto, o desempenho das misturas de fosfogesso e cimento, principalmente no tocante à deformabilidade, é comparável ao de materiais empregados em pavimentação, como algumas bases estabilizadas granulometricamente de uso corrente.This work presents the results of a research whose main objective is to evaluate the mechanical behavior of soil-cement and phosphogypsum and cement mixtures for the construction of road bases. The soil-cement is a traditional useful material in pavement construction. The in composition of the soil-cement mixtures were used. Two different soils with same HRB and USCS classifications, but considered, respectively, of lateritic and non-Iateritic behavior, according to the MCT classification. The phosphogypsum is a solid by-product of the fertilizers production, it\'s an aggressive element to the environment due to its acid nature and for containing radioactive elements and heavy metals. For being unstable in the presence of water, this material should be stabilized with cement for use in pavements. The samples of these mixtures were submitted to tests of unconfined compressive strength, diametral compression and cyclic triaxial loading test. In the tests of unconfined compressive strength and diametral compression, half of the specimens were submitted previous immersion in water for four hours before the test and the other half was tested without immersion. The specimens with cement content of 4, 7 and 10% were compacted using the normal energy of Proctor test and cured during 3, 7 and 28 days. For the phosphogypsum and cement mixtures were just used cement content of 7 and 10%. It was observed that higher values of time of cure and cement content led to higher strength and stiffness values. Tests performed after immersion in water presented strength values for the unconfined compressive and diametral compression strength than those obtained without immersion. The results of the cyclic triaxial loading test show the predominant effect of the deviateric stress in the value of the resilience modulus when compared with the effect of the confinement tension. It was also concluded that the mixtures composed with lateritic behavior soil presented better performance than mixtures composed with non lateritic behavior soil.Comparing the mechanical performance of the soil-cement mixtures with the one of the phosphogypsum and cement mixtures, the last one presents strength and stiffness signiflcantly lower. However, the performance of the phosphogypsum and cement mixtures, mainly concerning the deformability, is comparable to the performance of materials employed in paving, as some soil stabilized bases.
11
Gajdoš, Jan. "Samozhutnitelné betony SCC pro monolitické konstrukce". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227748.
Texto completoResumen
This thesis contains two parts: theoretical and experimental. In the theoretical part are described materials for production SCC and their effect on the properties of fresh and hardened concrete. Practical part is divided into two experiments. First experiment deals with the design, production and properties of hardened SCC strength classes C16/20, C20/25 and C25/30 with high volume fly ash and inert admixtures. The main endpoints were long-term compressive strength and modulus of elasticity. Second experiment of practical part deals with designs SCC with modulus of elasticity more than 40 kN/mm2.
12
Gordon, Paul Mark. "Low Cycle Fatigue Behavior of Concrete with Recycled Concrete Aggregates". DigitalCommons@CalPoly, 2011. https://digitalcommons.calpoly.edu/theses/577.
Texto completoResumen
A comparison of concrete containing recycled concrete coarse aggregates and natural coarse aggregates subjected to high strain, low cycle compressive fatigue is presented. Using a strain based feedback control loop, concrete cylinders are compressed at 15µε/s to a specified strain then unloaded to zero stress for 10 cycles. After cycling, all samples are loaded to a strain of 0.008. Direct concrete material variables are the water to cement (w/c) ratio, taken as 0.60, 0.45, and 0.39, and percent coarse recycled concrete aggregate content, varied from zero to 100 percent. The primary testing variable is the specified unloading strain. Unloading strains include 60, 75, 90, 100, and 120 percent of the strain at peak stress. Ten batches of concrete were made, generating a total of 224 samples for testing. Findings confirm previous research showing a reduction in strength with increasing recycled concrete coarse aggregate content, an equivalent concrete with only 25 percent replacement of natural coarse aggregates and an equivalent strength concrete with a decrease in the w/c ratio and 100 percent recycled concrete coarse aggregates. Fatigue testing indicates that each cycle’s maximum stress remains unchanged, but the stiffness degrades more rapidly with increasing recycled aggregate content and a constant w/c ratio.
13
Halamová, Romana. "Problematika zjišťování statického modulu pružnosti betonu v konstrukcích". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265362.
Texto completoResumen
The thesis deals with the measurement of the elastic modulus of concrete in existing structures and possibilities of applicability of equations for the calculation of characteristic values of concrete compressive strength on the modulus of elasticity. The modulus of elasticity is determined by dynamic and static methods on specimens taken from the concrete blocks, whose composition varies by a water cement ratio and varying amounts of admixtures. In conclusion, the results of the measurements are compared and the characteristic values of the modulus of elasticity is determined.
14
Merli, Francesca. "Static and dynamic elastic moduli of historical brick masonry subjected to freeze-thaw cycles and to different moisture amounts". Master's thesis, Alma Mater Studiorum - Università di Bologna, 2017.
Buscar texto completoResumen
Environment conditions and moisture presence in masonry structures may affect durability or even mechanical properties of architectural heritage.
Among all the deterioration causes, the degradation of historic masonry by freeze-thaw cycles and different moisture amount are considered to evaluate their influence on elastic properties.
Therefore, two experimental campaigns were carried out in the present study.
The first one was performed at the Dept. of Geotechincal Engineering at Tongji University, to assess the influence of freeze-thaw cycles on elastic modulus of historic Chinese brick.
The static elastic modulus was evaluated from the compressive strength test on masonry specimens subjected to different numbers of freeze-thaw cycles.
Moreover, strength decay of the masonry was investigated, also analysing data obtained during ultrasonic test (UPV, non-destructive test). The aim of this step was to obtain the dynamic elastic modulus. Thanks to interpolation of the obtained data it was possible to improve the knowledge of the Elasticity modulus’ reduction of historic masonry subjected to freeze-thaw cycles.
The second experimental campaign was performed at DICAM, University of Bologna, on ancient Chinese and Italian bricks, to assess the sensitivity of dynamic elastic modulus to moisture amount. In particular the influence of water presence in the material pores on the UPV measurements.
The close relationship between the ultrasonic pulse velocity and the moisture content was investigated on brick cores in dry, 50% saturated and saturated conditions.
Practical value and one of the main contribution of the experiments was the investigation of external factor and intrinsic properties of porous materials which directly influence the ultrasonic pulse velocity test.
15
Carmo, Cássio Alberto Teoro do. "A avaliação do módulo de resiliência através de ensaios triaxiais dinâmicos de dois solos compactados e a sua estimativa a partir de ensaios rotineiros". Universidade de São Paulo, 1998. http://www.teses.usp.br/teses/disponiveis/18/18137/tde-14032018-111408/.
Texto completoResumen
O conhecimento do módulo de resiliência dos materiais constituintes do pavimento e do seu subleito é indispensável quando o objetivo é projetá-lo, ou analisar o seu comportamento frente à solicitação das cargas rodoviárias. O módulo de resiliência é determinado, na maioria das vezes, a partir de resultados de ensaios triaxiais dinâmicos, que exigem equipamentos complexos para a sua realização. Assim, é desejável que se disponha de métodos que possibilitem a sua avaliação a partir de resultados de ensaios mais simples. Neste trabalho, foram realizados ensaios triaxiais dinâmicos para a determinação do módulo de resiliência de dois solos, um argiloso e outro arenoso fino, compactados nas energias normal e intermediária. A partir dos resultados dos ensaios cíclicos foi possível modelar a variação do módulo de resiliência com a variação do carregamento aplicado e identificar, entre as variáveis de tensão, aquelas que exercem maior influência no valor deste módulo. A existência de discrepâncias significativas entre os valores de módulo de resiliência obtidos a partir de sucessivos ensaios de um mesmo corpo-de-prova foi também investigada. Finalmente, analisou-se a existência de uma relação entre o módulo de resiliência obtido nos ensaios dinâmicos e o módulo tangente inicial proveniente de ensaios de compressão simples, sob diversos níveis de tensão. Os resultados mostram que este tipo de associação é promissora, mas exige-se que o universo dos solos estudados seja ampliado para que se estabeleça uma conclusão definitiva.The knowledge about the resilient modulus of the pavement constituent materials and subgrade is essential in order to design or to analyze theirs behavior subjected to traffic loading. Often, the resilient modulus is obtained from repeated load triaxial tests demanding complex equipment for their execution. Thus, is desirable to develop methods to permit its evaluation from more simple tests. In this work, repeated load triaxial tests are carried out to the determination of the resilient modulus of two soils, a clay and a fine sand, compacted in the normal and intermediate AASHTO compretion efforts. From the repeated load triaxial test data it was possible to model the variation of resilient modulus with the variation of applied loading as wellos to identify, among the stress parameters, those of more influence on the value of this modulus. The significant discrepancy among the resilient modulus values obtained from successive tests in the same sample was also investigated. Finally, equations were developed in order to correlata the resilient modulus from repeated load triaxial tests to parameters from compressive strength tests, considering different states of stress. lt was shown that this type of empirical correlation presented satisfactory results, although incisiva conclusions could not be drawn without using a lager number and variety of soils.
16
Tichý, Aleš. "Vliv velikosti a tvaru zkušebního tělesa na modul pružnosti lehkých betonů". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391974.
Texto completoResumen
The diploma thesis deals with the determination of the influence of size, shape and type of test specimen on values of modulus of elasticity of light-weight concrete. A lot of different specimens were prepared from two concrete’s mixtures for the experiment. Tests for measurement of static modulus of elasticity and dynamic modulus of elasticity by ultrasonic impulse velocity method were made. The results were assessed and summarized in tabular and graphical form.
17
Santos, Adriana Goulart dos. "Estudo do comportamento resiliente de três solos da região de Campo Grande-MS e de relações entre o módulo de resiliência e resultados de ensaios de compressão simples". Universidade de São Paulo, 2003. http://www.teses.usp.br/teses/disponiveis/18/18137/tde-06102009-093939/.
Texto completoResumen
O conhecimento do módulo de resiliência (MR) é fundamental ao se projetar um pavimento, pois ele é necessário para o cálculo de tensões, deformações e deflexões nas suas camadas e subleito, bem como, a análise do desempenho do sistema. Embora ensaios de campo possam ser empregados para se determinar o MR, a grande maioria das pesquisas nesse sentido são desenvolvidas em laboratório, onde é possível um maior controle das condições da amostra, da aplicação de carregamento e medida dos deslocamentos. Porém, pela complexidade e alto custo dos ensaios de laboratório, há a necessidade de pesquisas que disponibilizem expressões que permitam estimar o MR a partir de resultados de ensaios mais simples que o triaxial cíclico e usuais na pavimentação. Nesta pesquisa, foram realizados ensaios triaxiais cíclicos para a determinação do MR de três solos empregados em rodovias de Campo Grande - MS. A partir dos resultados dos ensaios triaxiais cíclicos, verificou-se o desempenho dos modelos mais comumente empregados para se representar a variação do módulo de resiliência em função do estado de tensão. Foram propostas e analisadas expressões matemáticas entre o MR obtido a partir dos ensaios triaxiais cíclicos e o módulo tangente inicial proveniente de ensaios de compressão simples, sob diversos níveis de tensão. Finalmente, analisou-se a existência de relações que englobem, além dos solos estudados nesta pesquisa, os solos estudados anteriormente em outras pesquisas desenvolvidas na EESC-USP. Os resultados mostram que este tipo de associação é promissora, mas exige-se que o universo de solos estudados seja ampliado para que se estabeleça uma inferência decisiva.The resilient modulus knowledge (MR) is fundamental for pavement design, once it is necessary for stresses, strains and deflections calculus in its layers and subgrade, as well as, the analysis of system performance. Although field tests may be used to determine the dynamic behavior of soils, most of researchers favor laboratory tests, based on the fact that such tests are less constrained because of their carefully controlled conditions. Because laboratory procedures are considered complex and highly expensive, it is desirable to establish relationships among MR and other index properties that are relatively simple and usual in pavement construction. In this research, cyclic triaxial tests were performed to determine MR of three soils used in Campo Grande-MS roads. The performance of the models most commonly adopted to represent resilient modulus as a function of state of stress were verified. A mathematical expression among MR, obtained from the cyclic triaxial tests, and the initial tangent modulus, obtained from unconfined compression strength tests, were developed considering different states of stress. Finally, were analyzed the existence of relationships among soils studied in this research, and soils used in previous studies developed at EESC-USP. Results show that this type of empirical correlation presents a satisfactory results, however incisive conclusions cannot be taken without a large number and variety of soils.
18
Myšičková, Lucie. "Vývoj a zkoušení vysokohodnotných betonů pro subtilní konstrukce". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226971.
Texto completoResumen
Thesis describes properties of HPC compared to concretes of normal and high strength. It further describes the input materials and the procedure for designing the composition of the mixture. It gives examples of already completed structures made of HPC. The experimental part describes the optimization of concrete mix and production of specimens. In the end results of testing the properties of the developed mixes from tests of dynamic and static modulus of elasticity, compressive strength and tensile strength by bending are described.
19
Franceschelli, Stefano. "Experiments on Chinese historical brick and masonry to evaluate their physical and mechanical properties after freeze-thaw cycles". Master's thesis, Alma Mater Studiorum - Università di Bologna, 2018.
Buscar texto completoResumen
Ultrasonic Pulse Velocity (UPV) and Rebound test as non-destructive techniques may effectively contribute to in situ analysis of bricks and masonries elements for the restoration, rehabilitation and strengthening of historic buildings.
Fired-clay bricks were commonly used in buildings in ancient China, but there is few knowledge on their behaviour in environmental conditions. Moisture is one of the main factors that cause deterioration in historic building, in particular in areas with natural freeze-thaw cycles.
In this work, two laboratory experiments were carried out, at Tongji University, China, and DICAM Department of Bologna University, Italy, respectively. Fired-clay bricks about 200 years old were collected from demolished buildings in Changzhi City in Shanxi Province, belonging to the Yellow River Region, where the climate involves natural freeze-thaw cycles.
The aim was to evaluate how the frost damage changes the physical and mechanical properties of Chinese historical bricks and masonries. Several non-destructive methods were used, focusing on the effectiveness of Ultrasonic Pulse Velocity (UPV) for evaluating physical and mechanical properties of Chinese historic grey bricks and masonries. Destructive tests were also used to evaluate compressive strength and static elastic modulus.
The samples showed a reduction of their properties due to freeze-thaw cycles. The presence of water affected the values of the analysed parameters, leading to a decrease of UPV.
The trend determined by these methods can be used to assess the uniformity of bricks and to detect areas of poor quality or deteriorated masonry structures.
20
Tolbert, Jacob Clark. "Effect of High Percentages of Reclaimed Asphalt Pavement on Mechanical Properties of Cement-Treated Base Material". BYU ScholarsArchive, 2014. https://scholarsarchive.byu.edu/etd/4217.
Texto completoResumen
Full-depth reclamation (FDR) is an increasingly common technique that is used to rehabilitate flexible pavements. Implementation of FDR on rehabilitation projects produces several desirable benefits. However, these benefits are not fully realized due to the fact that state department of transportation specifications typically limit the reclaimed asphalt pavement (RAP) content of pavement base material to 50 percent. The objective of this research was to evaluate the effects of RAP content, cement content, temperature, curing time, curing condition, and moisture state on the strength, stiffness, and deformation characteristics of cement-treated base (CTB) mixtures containing high percentages of RAP.For this research, one aggregate base material and one RAP material were used for all samples. RAP content ranged from 0 to 100 percent in increments of 25 percent, and low, medium, and high cement levels corresponding to 7-day unconfined compressive strength (UCS) values of 200, 400, and 600 psi, respectively, were selected for testing. Moisture-density, UCS, resilient modulus, and permanent deformation tests were performed for various combinations of factors, and several statistical analyses were utilized to evaluate the results of the UCS, resilient modulus, and permanent deformation testing.The results of this work show that CTB containing RAP can be made to achieve 7-day UCS values approaching 600 psi regardless of RAP content. With regards to stiffness, the data collected in this study indicate that the resilient modulus of CTB containing RAP is affected by temperature in the range from 72 to 140°F for the low cement level. Permanent deformation of CTB containing RAP is significantly affected by RAP content and cement level at the test temperature of 140°F. At the low cement level, temperature is also a significant variable. As the 7-day UCS reaches approximately 400 psi, permanent deformation is reduced to negligible quantities. The results of this research indicate that the inverse relationship observed between permanent deformation and 7-day UCS is statistically significant.Given that the principle conclusion from this work is that CTB with high RAP contents can perform satisfactorily as a base material when a sufficient amount of cement is applied, agencies currently specifying limits on the percentage of RAP that can be used as a part of reclaimed base material in the FDR process should reevaluate their policies and specifications with the goal of allowing the use of high RAP contents where appropriate.
21
Kothari, Ankit. "Effects of Fly Ash on the properties of Alkali Activated Slag Concrete". Thesis, Luleå tekniska universitet, Geoteknologi, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-63534.
Texto completoResumen
This master thesis presents the effects of fly ash on the properties of alkali activated slag concrete, commonly referred as Geopolymer concrete (GPC). Cement manufacturer are major producers of CO2 which negatively affects the environment. Due to the increased construction activities and environmental concern, it is necessary to introduce alternative and eco-friendly binders for concrete. Slag and fly ash based concrete, which is by-product from industrial waste, is probably the best replacement for OPC concrete due to less or nil environmental issue. Most of the researchers have already concluded that slag and fly ash can be used as binders in concrete by activating them with alkali activator solution (e.g. by sodium silicate or sodium carbonate). In the present work concretes were produced by varying the proportion of slag to fly ash (40:60, 50:50, 60:40 & 80:20); amount of alkali activators (5, 10 & 14) and chemical modulus of sodium silicate (Ms) (0.25, 0.5 & 1). Setting times and compressive strength values were evaluated. Results showed that decrease in fly ash content irrespective of % of alkali activators and alkali modulus (Ms), the compressive strength was increasing and setting time was getting shorter. The produced concretes showed increasing compressive strength with increase in % of alkali activator for Ms 0.5 and 1, while for Ms=0.25 the strength was decreasing with increase in % of alkali activators. From this it can be concluded that, Ms=0.5 was the optimum point below which the reaction got slower. Based on the initial investigations, mix S8:F2-SS10(1) and S8:F2-SS10(0.5) showed most promising results in terms of fresh and hardened concrete properties and were easy to handle. Consequently, the above mentioned mixture was chosen to be studied in more detail. The experimental program for these mixes included determination of slump flow, compressive strength (7, 14, 28 days) and shrinkage (drying and autogenous). The results shows that, strength increased with time and comparatively mix with Ms=0.5 showed higher compressive strength than mix with Ms=1, due to higher alkalinity of the pore solution. Mix with Ms=1 showed higher drying shrinkage compared to mix with Ms=0.5, which was explained by higher alkalinity of the solutions (Ms=0.5) leading to rapid formation of aluminosilicate gel. Autogenous shrinkage appeared to be higher for mix with Ms=0.5. This was associated with lower modulus which leads to densification of concrete microstructure at early ages. Pore diameter decrease and the water trapped in the pores exerted increasing tensile stress resulting for higher autogenous shrinkage.
22
Hanuš, Petr. "Experimentální ověření vlivu typu vláken na chování vláknobetonů". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392039.
Texto completoResumen
This diploma thesis deals with the comparison of different properties of fibre-reinforced concrete according to the type of fibres. The main monitored property is flexural strength, tested on prisms with a cross section of 150x150 mm and a length of 600 mm. Four concretes of natural aggregate and four concrete of lightweight aggregate were prepared for the experiment. There were 2 reference concrete and 6 fibre-reinforced concrete. Three types of fibres were used: steel, polypropylene and glass. More than 2500 kg of concrete was produced. The aim of the thesis is to assess the influence of fibres on the flexural strength and other characteristics of fibre-reinforced concrete.
23
Granju, Jean-Louis. "Modelisation des pates de ciment durcies : caracterisation de l'etat d'hydratation, lois d'evolution de la resistance en compression et du module de deformation longitudinale". Toulouse 3, 1987. http://www.theses.fr/1987TOU30060.
Texto completo
24
Juste, Andrea Elizabeth. "Estudo da resistência e da deformabilidade da alvenaria de blocos de concreto submetida a esforços de compressão". Universidade de São Paulo, 2001. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-26052006-151504/.
Texto completoResumen
O estudo da resistência à compressão e da deformabilidade de paredes de alvenaria de blocos de concreto é de fundamental importância para a caracterização desse material e o desenvolvimento de análises de estruturas compostas por esse tipo de painel. Este trabalho trata desse tema, objetivando prever com maior acuidade os principais parâmetros de deformação e de resistência de paredes de alvenaria de blocos de concreto, a saber: resistência à compressão e módulo de elasticidade longitudinal nas direções paralela e perpendicular à junta de assentamento. Foi desenvolvido um trabalho experimental para estimar a influência da resistência dos blocos, da resistência da argamassa e da direção de aplicação de forças no comportamento mecânico da alvenaria de blocos de concreto não-grauteada, quando submetida a esforços de compressão. Para tanto, realizaram-se ensaios de laboratório em blocos, argamassas, prismas de três blocos e paredinhas com dimensões de 80 cm x 80 cm. Por inferência estatística não foram obtidas correlações aceitáveis entre as variáveis estudadas. Porém, obtiveram-se tendências de comportamento dos corpos de prova estudados, confirmando a influência das características da argamassa e do bloco no comportamento estrutural da alvenaria quando submetida a esforços de compressãoThe study of strength and the curved stress/strain relationship of blockwork masonry walls is basic for the material characterization and the development of structural analysis of blockwork walls. This work deals with that subject, aiming at the evaluation of the main elastic parameters and the strength of concrete blockwork walls: the compressive strength and modulus of elasticity for masonry in two orthogonal directions, parallel and perpendicular to bed joints. An experimental program was developed to evaluate the influence of the strength of blocks and mortar, and the load application direction on the mechanical behavior of ungrouted concrete block masonry under compression. A series of laboratory tests was carried out with blocks, mortar, prisms of three blocks and wallets (80 cm x 80 cm). It was impossible to obtain acceptable correlations of the defined variables, using statistical inference. However, tendencies of the specimens behavior were obtained, confirming the influence of mortar and block properties on the structural behavior of concrete blockwork walls under compression
25
Fójcik, Tomáš. "Vliv triaxiální deformace kameniva na vlastnosti betonu". Master's thesis, Vysoké učení technické v Brně. Fakulta chemická, 2009. http://www.nusl.cz/ntk/nusl-216555.
Texto completoResumen
This diploma work takes focus in elastic modulus of unbound granular aggregates, which was determined by repeat load triaxial test and in deformation behaviour of unbound granular aggregates - elastic and plastic deformation. It was examine the propriety of this aggregate for its service as underlying granular material in pavement. Further, there was observed the influence of elastic modulus of unbound granular aggregates on concrete characteristics - compressive and bending strength. Finally, it was observed the influence of individual fractions of aggregates on its elastic modulus and strength of concrete.
26
Cunto, Flávio José Craveiro. "Determinação do módulo de resiliência através de ensaios triaxiais dinâmicos e a sua estimativa a partir de ensaios de compressão simples: estudo de três solos do nordeste brasileiro". Universidade de São Paulo, 1998. http://www.teses.usp.br/teses/disponiveis/18/18137/tde-28022018-142425/.
Texto completoResumen
O módulo de resiliência é um parâmetro de crucial importância nas análises mecanísticas que envolvem a estimativa das tensões e deformações na estrutura do pavimento e no seu subleito, quando da ação do tráfego. Embora ensaios de campo possam ser empregados para se determinar o MR, a grande maioria das pesquisas nesse sentido são desenvolvidas em laboratório, onde é possível um maior controle das condições da amostra, dos sistemas de aplicação de carregamento e de medida dos deslocamentos. Entretanto, os ensaios em laboratório que visam à determinação do MR ainda são considerados especiais e exigem equipamentos relativamente complexos, ensejando portanto, pesquisas com a finalidade de se obter expressões que estimem o MR a partir de parâmetros advindos de ensaios mais simples e rotineiros. Neste trabalho foram realizados ensaios triaxiais dinâmicos para a determinação do módulo de resiliência de três solos empregados em rodovias do nordeste brasileiro. Através dos resultados de laboratório, verificou-se o desempenho dos modelos mais comumente empregados para se representar a variação do módulo de resiliência em função do estado de tensão. Observou-se para os três solos desta pesquisa, que o MR foi mais influenciado, quanto ao estado de tensão, pela tensão de confinamento e pela tensão principal maior. Analisou-se, por fim, a existência de uma expressão matemática entre o módulo de resiliência obtido a partir dos ensaios triaxiais dinâmicos e o módulo tangente inicial proveniente de ensaios de compressão simples, sob diversos níveis de tensão. Os resultados mostram que este tipo de associação é promissora, mas exige-se que o universo de solos estudados seja ampliado para que se estabeleça uma inferência decisiva.Resilient modulus is a crucial parameter in mechanistic analysis involving the estimation of stress and strains under the pavement structure subjected to traffic loading. While field tests can be used to determine the dynamic behavior of soils, most researches favor laboratory tests. Such preference is based on the fact that laboratory tests are less constrained because of their carefully controlled conditions. Unfortunately these tests are still unusual due to relative complex equipment, therefore researches involving the correlation of resilient modulus from repeated load triaxial tests with other test results is needed. In this work, repeated load triaxial tests were performed on three soils used in northeastern Brazilian roadways to estimate the resilient modulus. The performance of the models most commonly adopted to represent resilient modulus as a function of state of stress were verified. lt was observed for the three soils in this research, that confining stress and principal major stress influenced resilient moduli values. Predictive equations correlating the resilient modulus from repeated load triaxial tests and parameters from compressive strength tests, considering different states of stress were investigated. lt was shown that this type of empirical correlation presented satisfactory results, although incisive conclusions can\'t be drawn without a wider number and variety of soils.
27
Niyigena, César. "Variabilité des performances de bétons de chanvre en fonction des caractéristiques de la chènevotte produite en Auvergne". Thesis, Clermont-Ferrand 2, 2016. http://www.theses.fr/2016CLF22700/document.
Texto completoResumen
Les origines de la variabilité des propriétés du matériau béton de chanvre sont nombreuses. On distingue celles liées aux propriétés des ses constituants et du matériau lui-même auxquelles il faut ajouter les dispersions qui résultent des méthodes utilisées pour caractériser ce béton. Ce travail de thèse, s’intéresse à l’étude de la variabilité des propriétés du béton de chanvre en tenant compte de ces différentes sources et en particulier au type de chènevotte utilisée. L’étude bibliographique réalisée permet de comprendre le matériau béton de chanvre, notamment ses constituants, les méthodes de caractérisations en usage ainsi que l’ampleur de la variabilité et de la sensibilité de ses propriétés vis-à-vis des différents paramètres. Cet état de l’art, permet en outre d’identifier les paramètres à considérer dans le cadre de cette thèse. Notre travail de thèse est alors subdivisé en 4 chapitres en plus de l’étude bibliographique. Dans le deuxième chapitre, une étude multicritère sur les propriétés des chènevottes est présentée. Après une campagne expérimentale de caractérisation de 13 types de chanvre, une analyse des résultats à deux niveaux est réalisée. Elle prend en compte, la masse volumique, la capacité d’absorption d’eau et la granulométrie. Dans un premier temps on présente les résultats de l’étude mono-caractéristique ; il s’agit de la comparaison d’une caractéristique donnée pour l’ensemble des chènevottes. Dans un second temps, on présente les résultats de l’étude multicritère. Il s’agit d’analyser l’ensemble des chènevottes en prenant en comptes les différentes caractéristiques à la fois. A l’issue, les chènevottes sont classées en trois groupes. Le chapitre 3 constitue une étude préliminaire tenant compte des différents paramètres sources de variabilités des propriétés du béton de chanvre, comme le laboratoire d’essai (équipements), la gâchée, la taille d’éprouvette et le type de chanvre. Les résultats obtenus montrent la nécessité d’étudier l’impact du type de la chènevotte. Par ailleurs, la dispersion considérable obtenue pour les résultats du module d’Young est vraisemblablement associée à sa méthode de calcul. Il devient alors important d’approfondir l’étude de son impact sur les valeurs du module d’Young obtenues. Le chapitre 4 vise justement à étudier les méthodes de calcul du module d’Young. Les différentes méthodes de la littérature sont alors utilisées pour exploiter les courbes contrainte-déformation dont les essais ont été réalisés dans les mêmes conditions. Les variabilités observées sur les résultats vis-à-vis de chacune des méthodes permettent alors de mettre en évidence leur impact et de proposer la méthode « flottante » comme étant la plus pertinente. Par ailleurs, un modèle permettant de décrire la loi de comportement mécanique du béton de chanvre est proposé. Il permet de déterminer la courbe enveloppe correspondant à la courbe expérimentale issue du chargement monotone, et permet également de reproduire la courbe expérimentale issue d’un chargement cyclique. Dans le dernier chapitre, en se basant sur les résultats du chapitre 2, neuf types de chanvre ont été sélectionnés pour la confection des éprouvettes de l’étude. Dans les mêmes conditions (fabrication et essai), il a été mis en évidence expérimentalement l’impact de la chènevotte sur les propriétés mécaniques avec un facteur égal à 10 entre les valeurs faibles et élevées. La réponse mécanique caractérisée par des faibles (<5%), moyennes (>5% et <8%) et fortes (>8% et <20%) niveau de déformation a été mis en évidence. Ces variabilités, restent cependant moins marquées pour la conductivité thermique et la masse volumique du béton de chanvre. L’étude met en évidence l’intérêt d’une étude approfondie sur l’interaction liant/chènevotte pour une meilleure compréhension de l’impact de la chènevotte sur le béton de chanvreThe origins of the variability of hemp concrete material properties are numerous. They include among others those related to the properties of its constituents and material itself as well as the methods used for their characterizations. This thesis is interested in the study of the variability of hemp concrete properties taking into account these different parameters and in particular the type of hemp particles used. The litterature review corried out allowed to present the hemp concrete material, the properties of its constituents, their methods of characterization and also the extend of properties variability and sensitivity due to various parameters. Furthermore, it allowed to identify the parameters to be considered in the context of this thesis. Therefore, this thesis is devided into four chapters in addition to the literature review. In the second chapter, a multi-criteria study on the properties of hemp particles is presented. After an experimental study of characterization for 13 types of hemp particles, a two level analysis of result is performed. It takes into account the density, water absorption capacity and particle size distributions. First, the results of the single characteristic study are presented; it is about a comparison of a given characterstic for all hemp particles at the same time. Secondly, the results of the multi-criteria study are presented. In this last case, the analysis is corried out by taking into account all hemp particles and characteristics, both at the same time. The outcome of this study allowed to classify hemp particles into three groups from which, low, medium and high mechanical peformances are expected, respectively. Chapter 3 is a preliminary study taking into account various parameters as sources of variability for hemp concrete properties, such as the testing laboratory (equipments), the batch, the specimen size and hemp particles type. The obtained results highlight the need for further investigations about the impact of hemp particles type. Moreover, the considerable dispersion in the results of Young’s modulus is likely associated with its calculation method. It then becomes important to deepen the study of its impact on the values of Young’s modulus obtained. The chapter 4 aims to answer the problem found on the method for calculating the Young’s modulus. Various methods from literature are used to analyse the stress-strain curves from samples manufactured under the same conditions. The variability observed in results with respect to used method allowed to highlight their impact and to provide the floating method as the most pertinent since it presents less variability. In addition, a model to describe the mechanical behavior law of hemp concrete is proposed. It allows to determine the enveloppe curve which corresponds to experimental curve from the monotonic loading. It can also allow to reproduce the experimental curve from a cyclic loading. In the last chapter, based on the results of chapter 2, nine types of hemp particles were selected for the preparation and manufacturing of specimens of the study. Under the same conditions (manufacturing and test), it has been demonstrated experimentally the impact of hemp particles on mechanical properties with a factor 10 between low and high values from obtained results. The mechanical response characterized by low (<5%), medium (>5% and <8%) and high (> 8% and <20%) level of deformation have been highlighted. These variabilities remain, however less marked for thermal conductivity and density of hemp concrete material. This study highlights the interest of a comprehensive study on the interaction binder/hemp particles for a better understanding of the impact of hemp particles on hemp concrete
28
Bartulíková, Radka. "Vliv provzdušnění a ošetřování na vývoj modulu pružnosti betonu". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225737.
Texto completoResumen
Master's thesis deals with influence of various factors on the concrete compressive strength and modulus of elasticity. This work concentrates mainly on the influence of early curing and air entrainment of concrete. One part of this work is the evaluation of laboratory measurement, which was carried out on cubes of standard and norm prisms. The development of elastic moduli was monitored in time to 730 days of age with respect to air entrainment and curing conditions. The second part of the experiment deals with a comparison of theoretical creep curves depending on the value of the modulus of elasticity based on different standards. Again, the air entrainment effect and influence of initial conditions are reflected.
29
Alexa, Martin. "Vliv mnohonásobného zatěžování na vybrané parametry lehkého betonu". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371809.
Texto completoResumen
The diploma thesis deals with the observation of the values of selected parameters (especially the static modulus of elasticity) of light-weight concrete in compression before and after multiple cyclic loading. The deformation of test specimens during multiple cyclic loading were measured with resistive strain gauges. Test specimens (cylinders with a diameter of 150 mm and height of a 300 mm) were cyclically loaded and up to 4 500 loading cycles were performed. The aim of this thesis is assessment changes in the values of static modulus of elasticity depending on the number of loading cycles.
30
Claus, Julien. "Investigations on a new high-strength pozzolan foam material". Thesis, Atlanta, Ga. : Georgia Institute of Technology, 2008. http://hdl.handle.net/1853/31804.
Texto completoResumen
Thesis (M. S.)--Civil and Environmental Engineering, Georgia Institute of Technology, 2009.Committee Chair: Doyoyo Mulalo; Committee Member: Will Kenneth; Committee Member: Yavari Arash. Part of the SMARTech Electronic Thesis and Dissertation Collection.
31
Kotas, Vojtěch. "Experimentální zkoušení modulu pružnosti podkladních vrstev vozovek". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265529.
Texto completoResumen
The thesis is focused on experimental testing of resilient modulus Mr with triaxial test of chosen unbounded and bounded mixtures used in the sub-base layer of pavement. The reason of testing is to compare results with TP 170 – pavement construction guide containing commonly used values of resilient modulus Mr. Thesis should check if those values are correct and real. For classification of chosen materials there are used another tests like grain size distribution, compaction, California bearing ratio CBR for unbounded mixtures and compressive strength for cement-bounded mixtures.
32
Kuchař, Martin. "Stanovení modulu pružnosti zdiva ve směru ložné spáry". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227159.
Texto completoResumen
The determination of strain properties of masonry in the direction parallel to bed joints is a fundamental pre-requisite for designing structures, where masonry is subjected to horizontal stresses (e. g. strengthening with prestressing). The diploma thesis summarized techniques of determination of masonry modulus of elasticity presented in available literature. The goal is to suggest suitable methodology of determination of masonry modulus in direction parallel to the bed joints. In the practical part of the diploma thesis is that methodology verified by experimental test and results of tests are analyzed and discussed.
33
Takeda, Marcelo de Castro. "A influência da variação da umidade pós-compactação no comportamento mecânico de solos de rodovias do interior paulista". Universidade de São Paulo, 2006. http://www.teses.usp.br/teses/disponiveis/18/18143/tde-25112006-225630/.
Texto completoResumen
Na construção de rodovias, as condições de umidade e densidade observadas na compactação são, geralmente, próximas daquelas correspondentes ao pico da curva de compactação obtida no ensaio Proctor. É sabido que variações ambientais no decorrer da vida do pavimento podem alterar, de maneira significativa, a umidade do subleito e dos seus componentes e assim, as suas propriedades resilientes. O objetivo principal desta pesquisa é avaliar a influência da variação da umidade pós-compactação no módulo de resiliência de solos de rodovias do interior paulista a partir de resultados de ensaios de laboratório. Foram coletados e caracterizados setenta e três solos, e, dentre estes, selecionados trinta para a etapa de estudo da variação da umidade pós-compactação, após a realização de ensaios MCT, difração de raios-x, microscopia eletrônica de varredura e azul de metileno para determinação da gênese. Os solos selecionados apresentam características distintas quanto à gênese, sendo metade laterítico e metade não-laterítico. Os corpos-de-prova foram compactados na umidade ótima e submetidos a processos de secagem e umedecimento e, posteriormente, realizados ensaios triaxiais cíclicos. Os resultados permitiram a modelagem do 'M IND.R' em função do estado de tensão para diferentes umidades e a avaliação da competência de alguns modelos matemáticos nesta representação. Estudou-se a influência da gênese e da granulometria sobre o valor do 'M IND.R' e avaliou-se a conseqüência da variação da umidade sobre este para solos lateríticos e não-lateríticos. Determinou-se uma expressão para estimar a variação do 'M IND.R' com a variação da umidade a partir do parâmetro k1, independentemente do estado de tensão. Pesquisou-se a existência de relações entre os parâmetros de regressão do modelo composto e os resultados dos ensaios de compressão simples e as propriedades físicas dos solos, de forma a permitir a estimativa do módulo de resiliência a partir do resultado de ensaios mais simples. Investigou-se a possibilidade de se utilizar as relações entre a variação do módulo tangente inicial com a variação da umidade para estimar os efeitos sobre o 'M IND.R'.On road construction, the field compaction conditions are usually close to those determined from Proctor tests. Environmental variations may lead to changes in the pavement moisture and also changing its resilient properties. The main objective of this research is to study the influence of post-compaction moisture content variation on the resilient modulus of soils from São Paulo state pavements, using laboratory tests. To accomplish this objective, seventy three soils samples were collected and characterized. Among them, thirty samples were selected, after four different tests were carried out to determine the soils genesis, to study the post-compaction moisture content variation. Half of these selected soils are lateritic ones, and the other half are non-lateritic soils. The specimens were compacted at optimum moisture content and submitted to drying and moistening processes prior cyclic triaxial test to be carried out. The results allowed the resilient modulus modeling as a function at the stress state and the performance evaluation of five different models. The genesis and grain size distribution influence on the resilient modulus values were studied. The effects of moisture content variations on lateritic and non-lateritic soils were investigated. An expression to estimate the resilient modulus variations with the moisture variations was determined, independently of the stress state. The existence of relations of the compound model regression parameters with the results of unconfined compressive strength and soil properties were studied. The possibility of using the initial tangent modulus variations with the moisture variations to estimate the effects on the resilient modulus were also investigated.
34
Gonçalves, Ricardo Freire. "Estudo da influência da variação do teor de umidade no valor do módulo de resiliência de um solo argiloso encontrado em subleito de rodovias no interior paulista". Universidade de São Paulo, 1999. http://www.teses.usp.br/teses/disponiveis/18/18137/tde-30012018-113018/.
Texto completoResumen
O objetivo deste trabalho é avaliar a influência da variação do teor de umidade no valor do módulo de resiliência (MR) de um solo argiloso de subleito, tendo em vista que este parâmetro é muito susceptível à variações climáticas ambientais. Foram realizados ensaios triaxiais cíclicos para se estimar o módulo de resiliência de corpos de prova ensaiados em diversas condições de umidade. Verificou-se que o MR é influenciado pela tensão desvio, de forma que aquele aumenta com o acréscimo desta. Constatou-se que os corpos de prova moldados na Wot e submetidos a trajetórias de secagem e umedecimento alcançaram valores de MR superiores e inferiores, respectivamente, ao se comparar com o MR de corpos de prova ensaiados na Wot. Este fato foi também observado para os corpos de prova moldados com massa específica seca máxima, em teores de umidade abaixo e acima do teor ótimo. Determinou-se, ainda, a sucção no solo através do método do papel filtro e levantou-se a sua curva característica. Verificou-se que à medida que a umidade aumenta, a sucção diminui. Observou-se que o valor do MR aumenta com o aumento da sucção no solo. Este crescimento é tanto maior quanto maior seja a tensão desvio aplicada. Foi possível determinar a relação entre o MR, a tensão desvio e o módulo tangente inicial (Eo), proveniente dos ensaios de compressão simples. Relacionou-se, também, o Eo e a sucção no solo.The aim of this work is to evaluate the influence of moisture content variation in resilient modulus value (MR) of a subgrade clayey soil, considering that this parameter is very susceptible to environmental climatic variations. Cyclic triaxial tests were performed to acess resilient modulus of specimens tested in several moisture conditions. lt has been verified that MR is influenced by deviator stress, so that the former increases with the latter increases. lt has been confirmed that specimens molded in Wot and submited to a drying and moistening route reached MR values higher and lower, respectively, to compare with MR of specimens tested in Wot. This fact was also observed for the specimens molded with dry density, in moisture contents below and above of optimum moisture content. lt has been also determined the soil suction using filter paper method and it has been built its characteristic curve. lt has been verified that when moisture increases, the suction decreases. lt has been observed that MR value increases with the soil suction increase. This increase is as bigger as bigger the applied deviator stress be. lt was possible to determine the relationship between MR, deviator stress and parameters from compressive strength tests. lt has been related parameters from compressive strength tests and soil suction.
35
Hurtiš, Maroš. "Využití vedlejších materiálů z výroby kameniva do vozovky". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392252.
Texto completoResumen
The master thesis deals with the possibilities of using waste aggregate from main rock production to hydraulically bound mixtures, witch are used in base and sub base pavement. The theoretical part describes conditions and properties of bound mixtures, aggregates and cement. The practical part describes the process of design, mixture preparing and laboratory test carried out on them. The bound mixtures are testing in compressive strength, frost and water resistace and resilient modulus.
36
Garcia, Pedro Henrique. "Abordagem inversa para obtenção de propriedades mecânicas de agregados em concretos leves por meio de simulação computacional". Universidade Federal de Juiz de Fora (UFJF), 2017. https://repositorio.ufjf.br/jspui/handle/ufjf/5385.
Texto completoResumen
Submitted by isabela.moljf@hotmail.com (isabela.moljf@hotmail.com) on 2017-07-03T14:07:50Z
No. of bitstreams: 1
pedrohenriquegarcia.pdf: 7575599 bytes, checksum: 5f088290c1ce19e54a605c6adc84e54f (MD5)Approved for entry into archive by Adriana Oliveira (adriana.oliveira@ufjf.edu.br) on 2017-08-08T12:27:34Z (GMT) No. of bitstreams: 1 pedrohenriquegarcia.pdf: 7575599 bytes, checksum: 5f088290c1ce19e54a605c6adc84e54f (MD5)
Made available in DSpace on 2017-08-08T12:27:34Z (GMT). No. of bitstreams: 1 pedrohenriquegarcia.pdf: 7575599 bytes, checksum: 5f088290c1ce19e54a605c6adc84e54f (MD5) Previous issue date: 2017-03-17
O concreto de agregado leve é conhecido pelo reduzido peso específico e alta capacidade de isolamento térmico e acústico. Um dos grandes desafios relacionados a esse tipo de concreto é a obtenção de algumas propriedades mecânicas dos agregados leves, tais como o módulo de elasticidade e a resistência à compressão, em função de suas dimensões reduzidas, o que gera dificuldades na realização de ensaios experimentais. É possível encontrar trabalhos na literatura que tentam determinar as propriedades mecânicas dos agregados leves por meio de métodos baseados em formulações matemáticas e deduções empíricas. Uma alternativa a tais métodos é o emprego de modelos de simulação e a resolução de um problema inverso para a previsão de tais propriedades. O objetivo do trabalho é a aplicação de um procedimento inverso para obtenção do módulo de elasticidade e da resistência à compressão de agregados leves presentes em concretos via simulação computacional de ensaios de compressão uniaxiais em corpos de prova. O corpo de prova de concreto é representado por um modelo computacional mecânico bidimensional e bifásico, constituído por argamassa e agregados leves de formato circular, e as simulações foram conduzidas no programa Abaqus R. Os resultados encontrados foram satisfatórios em comparação com outros métodos da literatura, chegando a casos com diferenças menores que 2% para um corpo de prova com 15% de agregados. A abordagem proposta emerge como uma possível solução para análises de propriedades mecânicas de agregados leves em concretos com um reduzido tempo e custo, sendo aplicada para diversos tipos de curvas granulométricas, tipos de argamassa e diferentes porcentagens de agregados no corpo de prova. Além da previsão das propriedades mecânicas dos agregados em concretos leves, a abordagem traz um melhor entendimento da relação dos diversos conjuntos de agregados leves com as argamassas.
The lightweight aggregate concrete is known for its low specific weight and high thermal and acoustic insulation capacity. One of the great challenges related to this type of concrete is to get some mechanical properties of lightweight aggregate, such as the modulus of elasticity and the compressive strength, due to its reduced size, which generates difficulties to carry out experimental tests. It is possible to find works in the literature that try to determine the mechanical properties of the lightweight aggregate through methods based on mathematical formulation and empirical deductions. An alternative to such methods is the use of simulation models and the resolution of an inverse problem for the prediction of lightweight aggregate properties. The objective of this study is the application of an inverse procedure to obtain the modulus of elasticity and the compressive strength of lightweight aggregates present in concrete by computational simulation of uniaxial compression tests in specimens. The concrete specimen is represented by a two-dimensional and biphasic mechanical computational model, constituted by mortar and circular lightweight aggregates, and the simulations were conducted in the Abaqus R program. The results were satisfactory compared to other methods in the literature, reaching cases with differences of less than 2 % for a test specimen with 15 % of aggregates. The proposed approach emerges as a possible solution for the analysis of mechanical properties of lightweight aggregates in concrete with reduced cost and time, being applied for several types of grain sizes, mortar types and different percentages of aggregates in the concrete specimen. In addition, the approach brings a better understanding about the connection between lightweight aggregates and mortars.
37
Haloun, Jan. "Stavební průzkum a diagnostika železobetonové konstrukce". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409952.
Texto completoResumen
The first part of this diploma thesis is about late and current methods used in Engineering surveys. The theoretical part is focused on description of individual testing methods and their evaluation based on relevant standarts. Detailed description of diagnostic methods is dependent on methods used in a practical part. The practical part is focused on defining of material characteristics of used materials and way of reinforcing of reinforced concrete elements. Based on those defined pieces of information the static recalculation of girder and pile was made.
38
Vrba, Pavel. "Kalibrace nepřímých metod pro zjišťování vlastností alkalicky aktivovaných betonů". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226970.
Texto completoResumen
This work solves creation of calibration relations to determine cube compressive strength, dynamic and static elastic modulus of alkali-activated concrete by non-destructive methods. Alkali-activated concrete is spoken of as a new material used in civil engineering. It shows different properties than normal concrete based on Portland cement. That's why the modification of common calibration relation seems necessary. Fresh concrete was made in the concrete plan ŽPSV a.s., Uherský Ostroh in three mixtures and always in the number of 18 cubes and 3 prisms. The samples were tested by impact hammer Schmidt type L, type N, SilverSchmidt PC-N and by ultrasound in 6 time periods of three specimens. After that, the cube compressive strength was determined. Status of static elastic modulus was determined in a time period of 28 days. The results are calibration relations to determine the progress of compressive strength and modulus of elasticity for each method and their combination.
39
Procházka, David. "Vytvoření předpokladů pro hodnocení vlastností vysokopevnostních betonů s využitím nedestruktivních metod zkoušení". Doctoral thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-233795.
Texto completoResumen
High-strength concrete (HSC) belongs in the recent years to frequently used types of concrete. It allows realization of static challenging structures and also shows due to its dense structure greater durability especially against aggressive media. Currently HSC construction realization abroad is not exceptional. It’s using in the Czech Republic is still limited. When realized, then in a small scale in civil engineering works. The realization of high-strength concrete structures is closely related with the concrete construction quality verification. Good efficiency of the quality control methods can provide non-destructive testing methods (NDT), especially when investigating strength of concrete built in structure. A lack on relevant data for non-destructive testing of HSC in technical and normative rules is to be considered as a significant deficiency. Evident for HSC generally is the lack in literature on deeper analysis of the factors affecting their non-destructive testing, as well a meaningful methodology or practically usable calibration relationships. HSC differs from ordinary concrete not only by used components, but also by more compact structure with different strength – elastic characteristics. Considering these differences, HSC strength prediction can not be performed by using calibration relationships developed for ordinary concrete. Moreover, the question is to what extent the current knowledge of the NDT results influencing factors can be considered as valid. The paper presents findings on the effects of the key factors affecting the measurement results of Schmidt hardness method and ultrasonic pulse method, including recommendations for the practical application of these methods. The problematic of static vs. dynamic modulus of elasticity was also solved. Calibration equations for predicting the compressive strength of HSC from the non-destructive testing parameter were elaborated, showing high cohesion among variables and practically usability.
40
Izquierdo, Indara Soto. "Uso de fibra natural de sisal em blocos de concreto para alvenaria estrutural". Universidade de São Paulo, 2011. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-05042011-164738/.
Texto completoResumen
A utilização de fibras vegetais como reforço constitui um grande interesse na obtenção de novos materiais para a construção civil produto de seu baixo custo, alta disponibilidade e reduzido consumo de energia para sua produção. Este trabalho avalia a incorporação de fibras de sisal, de comprimento 20 e 40 mm, e fração volumétrica de 0,5 e 1%, em concretos para a alvenaria de blocos estruturais e determina o uso destas unidades na execução de prismas e mini-paredes. Foram realizados os testes de caracterização da fibra, blocos e argamassa de assentamento e os ensaios de resistência à compressão axial das unidades, prismas e mini-paredes. O sisal apresentou baixa massa específica aparente e elevada absorção de água, constituindo uma característica comum desse tipo de material pela grande incidência de poros permeáveis. As propriedades físicas dos blocos com e sem adição cumpriram com os requisitos das normas estabelecidas validando sua utilização. Os resultados do ensaio à compressão mostraram que as mini-paredes reforçadas com fibras obtiveram valores muito próximos ou mesmo superiores aos obtidos para as mini-paredes sem fibras, apresentando melhor desempenho que os blocos e prismas. Todos os elementos com adição mostraram um ganho da capacidade de deformação e ductilidade conferida pelas fibras, observado nas curvas tensão x deformação. O modo de ruptura dos blocos, prismas e mini-paredes de referência foi caracterizado por uma fratura brusca e catastrófica e os reforçados mantiveram suas partes unidas pelas fibras, não perdendo sua continuidade e tornando a ruptura um processo progressivo.The use of natural fibers as reinforcement is a great interest in obtaining new materials for construction, owing of its low cost, high availability and reduced energy consumption for its production. This paper evaluates the incorporation of sisal fibers of 20 mm and 40 mm length and volume fraction of 0.5 and 1%, for concrete for masonry structural blocks, and determines the use of these units in making of prisms and mini-walls. The laboratory tests were carried to characterize physical properties the fiber, blocks and mortar, and besides axial compression tests of the units, prisms, and mini-walls. The sisal had low apparent density and high water absorption, constituting a common feature of such material by the high incidence of permeable pores. The physical properties of the blocks with and without addition complied with the requirements of standards established by validating their use. The axial compression test results showed that mini-walls reinforced with fibers obtained values very close to or even superior to those obtained for the mini-walls without fibers, showing better performance than the blocks and prisms. All elements with the addition had increased the deformation capacity and ductility afforded by the fibers, observed in the curves stress/strain. The rupture mode of blocks, prisms and mini-walls reference was characterized by an abrupt and catastrophic fracture, and elements reinforced maintained their shares together by the fibers, without losing its continuity and becoming a progressive rupture.
41
Ajaxon, Ingrid. "Can Bone Void Fillers Carry Load? : Behaviour of Calcium Phosphate Cements Under Different Loading Scenarios". Doctoral thesis, Uppsala universitet, Tillämpad materialvetenskap, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-316656.
Texto completoResumen
Calcium phosphate cements (CPCs) are used as bone void fillers and as complements to hardware in fracture fixation. The aim of this thesis was to investigate the possibilities and limitations of the CPCs’ mechanical properties, and find out if these ceramic bone cements can carry application-specific loads, alone or as part of a construct. Recently developed experimental brushite and apatite cements were found to have a significantly higher strength in compression, tension and flexion compared to the commercially available CPCs chronOS™ Inject and Norian® SRS®. By using a high-resolution measurement technique the elastic moduli of the CPCs were determined and found to be at least twice as high compared to earlier measurements, and closer to cortical bone than trabecular bone. Using the same method, Poisson's ratio for pure CPCs was determined for the first time. A non-destructive porosity measurement method for wet brushite cements was developed, and subsequently used to study the porosity increase during in vitro degradation. The compressive strength of the experimental brushite cement was still higher than that of trabecular bone after 25 weeks of degradation, showing that the cement can carry high loads over a time span sufficiently long for a fracture to heal. This thesis also presents the first ever fatigue results for acidic CPCs, and confirms the importance of testing the materials under cyclic loading as the cements may fail at stress levels much lower than the material’s quasi-static compressive strength. A decrease in fatigue life was found for brushite cements containing higher amounts of monetite. Increasing porosity and testing in a physiological buffer solution (PBS), rather than air, also decreased the fatigue life. However, the experimental brushite cement had a high probability of surviving loads found in the spine when tested in PBS, which has previously never been accomplished for acidic CPCs. In conclusion, available brushite cements may be able to carry the load alone in scenarios where the cortical shell is intact, the loading is mainly compressive, and the expected maximum stress is below 10 MPa. Under such circumstances this CPC may be the preferred choice over less biocompatible and non-degradable materials.
42
Ondráček, Michal. "Vývoj vysokopevnostních betonů definovaných vlastností s využitím druhotných surovin". Doctoral thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-233787.
Texto completoResumen
Civil engineering development is connected with the application of new construction methods and the development of new building materials. Concrete, as one of the basic building materials, is part of this development. A major turning point in the development of concrete and its properties occurred with the use of new, more efficient plasticizing additives. This allowed to produce concrete with lower water cement ratio, while increasing the strength of concrete. Gradually, the compressive strength of concrete boundary has moved by several levels, when there are currently commonly used concrete with strength of about 100 N/mm2 and with the special methods of concrete production strength range from 250 to 300 N/mm2. A negative aspect of the development of (ultra) high-strength concrete is their energy and economic demands. A characteristic feature of high-strength concrete is a high content of cement and very fine admixtures, especially silica fume. One way to improve the economics of these types of concrete is the application of cheaper admixture based on industrial waste. The content of this work is the observation and description of the properties of high-strength concrete and reactive powder concrete, in which the admixtures were based on industrial waste were applied. Part of this work is the comparison of economic parameters for individual types of concrete.
43
Holbová, Monika. "Diagnostika železobetonové konstrukce". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265583.
Texto completoResumen
This diploma thesis deals with the building survey and diagnosis of the station building of a railway station in Vítkovice. It describes process of survey and evaluation of existing reinforced concrete structures and used diagnostic methods. The survey of the object is described in the practical part of the thesis, which involves location of testing spots, taking the samples for testing from the structure, laboratory testing and evaluation of the results – determination of compressive strength of concrete with classification of concrete and elastic modulus. The last part includes static calculation of selected part of the structure.
44
Balash, Alan. "Stavební průzkum a hodnocení stavu konstrukce". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392275.
Texto completoResumen
This diploma thesis is focused on building survey and evaluating of the state of the three-storey industrial hall. The diploma thesis consists of two parts - theoretical and practical. In the theoretical part is described a common procedure for evaluation of the state of existing structures, methods used in diagnostics (selected ones - more detailed), advantages and disadvantages of methods. In the practical part is carried out construction and technical survey of the industrial hall, the concrete strength evaluation and verification of presence and type of reinforcement. At the end of the work - evaluation of objects.
45
Fiorini, Paulo. "Influência da petrotrama, textura e mineralogia sobre parâmetros geomecânicos de arenitos: O caso da formação Piramboia". Universidade de São Paulo, 2018. http://www.teses.usp.br/teses/disponiveis/44/44141/tde-21012019-142437/.
Texto completoResumen
A resistência à compressão uniaxial e o módulo de deformabilidade são parâmetros que descrevem o comportamento de materiais rochosos frente a solicitações por esforços. É prática corriqueira em investigações geológico-geotécnicas para projetos de engenharia estimar a resistência de maneira preliminar com base em propriedades de tenacidade, dureza e friabilidade, aferindo à rocha graus de coerência. Dados laboratoriais referentes a aspectos físicos, texturais e mineralógicos de arenitos da Formação Piramboia, Bacia do Paraná, amostrados via sondagens mistas na região de Anhembi e Santa Maria da Serra, Estado de São Paulo, foram correlacionados entre si e a parâmetros geomecânicos como resistência à compressão uniaxial, módulo de deformabilidade e graus de coerência. As fácies reconhecidas nos arenitos foram agrupadas em associações de dunas e interdunas e suas rochas classificadas como quartzo arenitos e arenitos feldspáticos ou subarcóseos, com cimentação principalmente de esmectita ou material argilo- ferruginoso. Encontraram-se correlações significativas da resistência à compressão uniaxial com tamanho médio dos grãos e densidade, inversa no primeiro caso e direta no segundo. Já o módulo de deformabilidade apresentou correlação significativa inversa com proporção de pelíticos, e direta com tamanho médio dos grãos, desvio padrão da distribuição granulométrica e grau de empacotamento. Arenitos característicos de inundações efêmeras em domínio de interdunas úmidas, com maiores teores de pelíticos, apresentaram módulos de deformabilidade baixos e resistências altas em comparação aos arenitos de demais fácies. Variações da composição mineralógica do arcabouço não se mostraram suficientes para influenciar significativamente o comportamento geomecânico dos arenitos.The uniaxial compressive strength and the deformability modulus are parameters that describe the behavior of rock materials under stress. It is an everyday practice in geological and geotechnical investigations for engineering projects to estimate strength in a preliminary fashion, based on properties such as tenacity, toughness and friability, attributing to the rock a qualitative term describing its strength. Laboratorial data on physical, textural and mineralogical aspects of sandstones of the Piramboia Formation, Paraná Basin, obtained by core drillings in the region of Anhembi and Santa Maria da Serra, state of São Paulo, were correlated to each other and to geomechanical parameters such as uniaxial compressive strength, deformability modulus and qualitative terms describing their strength. The recognized sandstone facies were grouped in dune and interdune associations and their rocks were classified as quartz arenites and feldspathic arenites or subarkoses, whose cementation is mainly composed of smectite or ferruginous clay material. Significant correlations of uniaxial compressive strength with mean grain size and density were found, inverse in the first case and direct in the second. On the other hand, the deformability modulus showed a significant inverse correlation with the amount of pelitic material, and direct with mean grain size, standard deviation of grain size distribution and packing density. Sandstones characteristic of ephemeral floods in the domain of wet interdunes, with greater amounts of pelitic material, presented low values of deformability modulus and high strength values compared to the other facies. Variations in the mineral composition of the framework were not sufficient to significantly influence the geomechanical behavior of the sandstones.
46
Hirsch, Sebastian. "Compression-sensitive Magnetic Resonance Elastography". Doctoral thesis, Humboldt-Universität zu Berlin, Mathematisch-Naturwissenschaftliche Fakultät, 2015. http://dx.doi.org/10.18452/17205.
Texto completoResumen
Diese Arbeit stellt das Konzept der kompressionssensitiven Magnetresonanzelastographie vor. Kompressionssensitive MRE analysiert die Ausbreitung von Kompressionswellen und liefert dadurch Erkenntnisse über die Kompressionseigenschaften eines Mediums auf Grundlage eines poroelastischen Modells. Anomalien bei der Regulation des Gewebedrucks stehen in Zusammenhang mit verschiedenen Krankheitsbildern, wie Normaldruck-Hydrozephalus und Pfortader-Hypertonie. Statischer Druck spielt als Porendruck eine zentrale Rolle in den poroelastischen Wellengleichungen; die kompressionssensitive MRE könnte daher ein nichtinvasives Diagnoseinstrument darstellen, das die durch konventionelle Scherwellen-Elastographie gewonnenen Informationen um weitere Aspekte ergänzt. Diese Arbeit beschreibt die Entwicklung einer schnellen Singleshot-EPI-Bildgebungssequenz, mit deren Hilfe die durch propagierende Druckwellen hervorgerufene volumetrische Verzerrung quantifiziert werden kann. Die Validierung der kompressionssensitiven MRE erfolgte an verschiedenen Systemen: an porösen Gelphantomen, an der menschlichen Lunge in zwei Atemzuständen, in einer ex-vivo Schafsleber bei unterschiedlichen hydrostatischen Drücken und schließlich am menschlichen Gehirn. Die Ergebnisse belegen, dass die Stärke der induzierten volumetrischen Verzerrung sensitiv gegenüber Druckänderungen ist, wohingegen die Scherverzerrung keine derartige Abhängigkeit aufweist. In einer weiteren Studie wurde intrinsische Pulsation des menschlichen Hirns anstelle einer externen Vibrationsquelle ausgenutzt. Dabei erzeugte die arterielle Pulswelle eine kurze lokale Expansion des Hirnparenchyms; in der sich anschließenden diastolischen Phase erfolgte eine langsame Rückkehr zum Ausgangszustand. Aus den gemessenen volumetrischen Verzerrungen wurden durch Inversion der Druckwellengleichung numerische Werte für den Druckwellenmodul M berechnet; Rauschen wurde als primäre Ursache für die systematische Unterschätzung von M identifiziert.This thesis introduces the concept of compression-sensitive Magnetic Resonance Elastography. Compression-sensitive MRE detects the propagation of pressure waves, providing insight into the compressibility of a material based on a poroelastic tissue model. Poroelastic models incorporate compressibility through interaction of compartments, even as each individual compartment remains incompressible. Hydrostatic tissue pressure abnormalities are associated with a number of diseases, such as normal pressure hydrocephalus or hepatic portal hypertension. Since pore pressure plays a central role in the poroelastic wave equations, compression-sensitive MRE could potentially serve as a diagnostic tool, providing information complimentary to shear-wave MRE data. This thesis describes the development of a fast single-shot EPI MR sequence capable of quantifying volumetric strain induced by external vibrations. Compression-sensitive MRE was validated in porous gel phantoms, in the human lung at two different respiratory states, in an ex vivo sheep liver at varying levels of hydrostatic pressure, and finally in human liver and brain. Results illustrate that compression-sensitive MRE is capable of quantifying volumetric strain in phantoms and in human organs. It was found that volumetric strain was sensitive toward pressure changes associated with different physiological states, whereas shear strain remained constant. In an additional study, pulsation of the human brain, driven by the heart cycle, was used as the actuation source instead of the external vibration generator. Results indicate local expansion of brain parenchyma upon the arrival of the arterial pulse wave, followed by a slow return to the initial state during the diastolic phase. Numerical values for the pressure wave modulus M were calculated from measured volumetric strain through inversion of the pressure wave equation. Measurement noise was identified as the primary effect causing a severe underestimation of M.
47
Brunetti, Carlotta. "Frequency-dependent response of snow in uniaxial compression and comparison with numerical simulation". Master's thesis, Alma Mater Studiorum - Università di Bologna, 2014. http://amslaurea.unibo.it/7820/.
Texto completoResumen
La determinazione del modulo di Young è fondamentale nello studio della propagazione di fratture prima del rilascio di una valanga e per lo sviluppo di affidabili modelli di stabilità della neve. Il confronto tra simulazioni numeriche del modulo di Young e i valori sperimentali mostra che questi ultimi sono tre ordini di grandezza inferiori a quelli simulati (Reuter et al. 2013). Lo scopo di questo lavoro è stimare il modulo di elasticità studiando la dipendenza dalla frequenza della risposta di diversi tipi di neve a bassa densità, 140-280 kg m-3. Ciò è stato fatto applicando una compressione dinamica uniassiale a -15°C nel range 1-250 Hz utilizzando il Young's modulus device (YMD), prototipo di cycling loading device progettato all'Istituto per lo studio della neve e delle valanghe (SLF). Una risposta viscoelastica della neve è stata identificata a tutte le frequenze considerate, la teoria della viscoelasticità è stata applicata assumendo valida l'ipotesi di risposta lineare della neve. Il valore dello storage modulus, E', a 100 Hz è stato identificato come ragionevolmente rappresentativo del modulo di Young di ciascun campione neve. Il comportamento viscoso è stato valutato considerando la loss tangent e la viscosità ricavata dai modelli di Voigt e Maxwell. Il passaggio da un comportamento più viscoso ad uno più elastico è stato trovato a 40 Hz (~1.1•10-2 s-1). Il maggior contributo alla dissipazione è nel range 1-10 Hz. Infine, le simulazioni numeriche del modulo di Young sono state ottenute nello stesso modo di Reuter et al.. La differenza tra le simulazioni ed i valori sperimentali di E' sono, al massimo, di un fattore 5; invece, in Reuter et al., era di 3 ordini di grandezza. Pertanto, i nostri valori sperimentali e numerici corrispondono meglio, indicando che il metodo qui utilizzato ha portato ad un miglioramento significativo.
48
Bartoň, Vojtěch. "Metodika zkoušek historických cihel a zdiva". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409950.
Texto completoResumen
This diploma thesis is focused on methodology for sorting of solid fired bricks for reconstruction of historical buildings. The theorethical part of this thesis includes description of production technology of solid fired bricks and diagnostic methods. In practical part there are these methods aplied on the solid fired bricks, which are intended for reconstruction of the bridge in Sedlec. There are monitored changes in structure of solid fired bricks caused by repeated freezing and defrosting. This changes are monitored by resonant frequency method and ultasonic pulse method.
49
ARAÚJO, Suélio da Silva. "Influência do tipo de medição na determinação do módulo estático de elasticidade do concreto". Universidade Federal de Goiás, 2011. http://repositorio.bc.ufg.br/tede/handle/tde/658.
Texto completoResumen
Made available in DSpace on 2014-07-29T15:03:34Z (GMT). No. of bitstreams: 1
Dissertacao Suelio da S Araujo.pdf: 1201670 bytes, checksum: d9dc94ec3063ff4a2fbf8af7ce722d6b (MD5)
Previous issue date: 2011-08-15The knowledge of the compressive strength and static modulus of elasticity is fundamental to the study of deformations of concrete, since deformations can cause cracks that compromise both the structural behavior of the element and serve as an entry to deleterious agents. For purposes of correlating values of compressive strength and static modulus of elasticity of concrete, cylinders were cast with different strengths, different types of strain measurements were taken, different specimen sizes and the loading speed of the testing machine. The specimens were tested at the age of 28 days to determine the compressive strength and static module of elasticity according to ABNT NBR 8522:2008, using different types of strain measurement devices: two mechanical dial indicators, surface bonded strain gages, clip gauges and LVDT (Linear Variable Differential Transducer). Two hundred and fifty eight specimens were cast with dimensions 150 mm x 300 mm and 100 mm x 200 mm using conventional normal strength concrete (NC - Class C30) and high strength concrete (HSC - Class C60). The experimental program was divided into two stages. First the static modulus of elasticity of concrete was measured to evaluate the accuracy of the method using different measuring devices and the accuracy of the method to a loading speed of 0.6 MPa/s. Then, the modulus of elasticity using different deformation measuring devices at a loading speed of 0.3 MPa/s and 0.6 MPa/s was measured. As for concrete NC and HSC, it was found that the specimens 100 mm x 200 mm obtained higher dispersion in relation to 150 mm x 300 mm specimens. In the first stage of the research, 100 mm x 200 mm specimens showed a higher dispersion when using mechanical dial gages and LVDT. The 150 mm x 300 mm NC class C30 specimens showed greater dispersion when using in mechanical dial gages and external strain gages. However, the HSC showed higher dispersion when mechanical dial gages and LVDT were used. In both concretes tested, the mechanical dial gages showed greater dispersion. In the second stage of the research, 150 mm x 300 mm specimens tested at the loading speed of 0.3 MPa/s showed greater dispersion when electrical strain gages and clip gauges were used. The 150 mm x 300 mm specimens tested at loading speed of 0.6 MPa/s showed greater dispersion when electrical strain gages and mechanical dial gages were used.
O conhecimento da resistência à compressão e do módulo estático de elasticidade é fundamental para o estudo das deformações do concreto, uma vez que as deformações podem gerar fissuras capazes de comprometer tanto o comportamento estrutural do elemento de concreto, como servir de caminho de entrada aos agentes deletérios. Não só fissuras, mas também deformações excessivas. Para fins de correlação de valores de resistência à compressão e módulo estático de elasticidade do concreto, foram moldados corpos-de-prova variando-se a classe do concreto, o tipo de medidores de deformação, a dimensão do corpo-de-prova e a velocidade de carregamento da máquina de ensaio. Os corpos-de-prova foram ensaiados na idade de 28 dias para determinação da resistência à compressão e do módulo estático de elasticidade, normalizado pela ABNT NBR 8522:2008, utilizando-se diferentes tipos de medidores de deformação, a saber: compressômetro mecânico com dois relógios comparadores acoplados, extensômetro elétrico resistivo de colagem superficial ( strain gage ), extensômetro elétrico resistivo de fixação externa ( clip gage ) e LVDT (Transdutor Diferencial de Variação Linear). Foram moldados 258 corpos-de-prova com dimensões 150 mm x 300 mm e 100 mm x 200 mm utilizando concreto convencional de resistência normal (CC Classe C30) e concreto de alta resistência (CAR Classe C60). O programa experimental foi dividido em duas etapas: a primeira contemplou o estudo do módulo estático de elasticidade do concreto para avaliação da precisão do método utilizando diferentes medidores de deformação e da acurácia do método com velocidade de carregamento e descarregamento da máquina de ensaio em um nível: 0,6 MPa/s. A segunda etapa contemplou o estudo de determinação do módulo estático de elasticidade utilizando diferentes medidores de deformação com velocidade de carregamento e descarregamento da máquina de ensaio em dois níveis: 0,3 MPa/s e 0,6 MPa/s. Quanto ao concreto Classe C30 e CAR, verificou-se que os corpos-de-prova de dimensão 100 mm x 200 mm apresentaram maior dispersão em relação aos corpos-de-prova de dimensão 150 mm x 300 mm. Na primeira etapa da pesquisa, quanto à dimensão 100 mm x 200 mm, verificou-se que o concreto Classe C30 e o concreto de alta resistência (CAR) apresentou maior dispersão nos medidores de deformação compressômetro mecânico e LVDT. Quanto à dimensão 150 mm x 300 mm, verificou-se que o concreto Classe C30 apresentou maior dispersão nos medidores de deformação compressômetro mecânico e extensômetro elétrico de fixação externa. Já no concreto de alta resistência (CAR) apresentou maior dispersão nos medidores de deformação compressômetro mecânico e LVDT. Em ambas as classes de concreto ensaiadas, o medidor de deformação compressômetro mecânico apresentou maior dispersão. Na segunda etapa da pesquisa, quanto à dimensão 150 mm x 300 mm ensaiada com velocidade de carregamento e descarregamento da máquina de ensaio de 0,3 MPa/s, verificou-se que apresentou maior dispersão nos medidores de deformação extensômetro elétrico de colagem superficial e extensômetro elétrico de fixação externa. Quanto à dimensão 150 mm x 300 mm ensaiada com velocidade de carregamento e descarregamento da máquina de ensaio de 0,6 MPa/s, verificou-se que apresentou maior dispersão nos medidores de deformação extensômetro elétrico de colagem superficial e compressômetro mecânico.
50
Hoduláková, Michaela. "Experimentální ověření modulu pružnosti v tlaku jemnozrnných kompozitů na bázi silikátových pojiv". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265508.
Texto completoResumen
Since their inception, building materials are constantly improving. New ways to explore and improve the material's properties are constantly investigated (especially to improve the mechanical and deformation characteristics of the materials). This thesis is focused on identifying and comparing values of the modulus of elasticity of fine-grained composites. These features are compared with respect to water cement ratio, ageing and compressive strength of the investigated materials. Afterwards, the values of the modulus of elasticity are studied in the relation to the tested materials.