Relevant bibliographies by topics / Modulus of elasticity of concrete

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Modulus of elasticity of concrete'

Author: Grafiati
Published: 4 June 2021
Last updated: 12 February 2022

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Journal articles on the topic "Modulus of elasticity of concrete"

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Křížová, Klára, and Rudolf Hela. "Evaluation of the Modulus of Elasticity of Different Types of Concrete Compared with Eurocode 2." Key Engineering Materials 677 (January 2016): 181–85. http://dx.doi.org/10.4028/www.scientific.net/kem.677.181.

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The comparison of really measured compressive strength static modulus of elasticity with table values stated in Eurocode 2 is essential part of the paper. Since the standard draws from modulus of elasticity - concrete strength class, the set compressive strengths will be classified in concrete particular classes. Experimental part was based on several concrete design compositions differing in particular input raw-materials. Monitored values were set with concretes in different ages with final value 180 days. The experiment tries to demonstrate the impossibility of static modulus of elasticity
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Tipka, Martin, and Jitka Vašková. "Modulus of Elasticity in Tension for Concrete and Fibre Reinforced Concrete." Solid State Phenomena 259 (May 2017): 35–40. http://dx.doi.org/10.4028/www.scientific.net/ssp.259.35.

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The paper deals with the determination of the modulus of elasticity in tension for cementitious composites and comparing these values with the values of modulus in compression. It describes several methods, which are usually used for determination of modulus of elasticity of concrete and fibre reinforced concrete. In the experimental program modulus of elasticity in compression and tension of various types of concrete and fibre reinforced concrete were compared. The classic test with prismatic specimens was used for determination of the modulus in compression; a new arrangement of uniaxial ten
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Saud, Abdullah F., Hakim S. Abdelgader, and Ali S. El-Baden. "Compressive and Tensile Strength of Two-Stage Concrete." Advanced Materials Research 893 (February 2014): 585–92. http://dx.doi.org/10.4028/www.scientific.net/amr.893.585.

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An experimental investigation was conducted to evaluate the compressive, tensile strength and modulus of elasticity of two-stage concrete (TSC) at different water-to-cement ratios. The primary objectives were to measure the elastic modulus, compressive strength and splitting tensile strength of TSC and to determine if there is a quantifiable relationship between compressive and tensile strength. Behavior of TSC in compression has been well documented, but there are little published data on its behavior in tension and modulus of elasticity. This paper presents the experimental results of prepla
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Domagała, Lucyna, and Justyna Dobrowolska. "The influence of an applied standard test method on a measurement of concrete stabilized secant modulus of elasticity." MATEC Web of Conferences 163 (2018): 07001. http://dx.doi.org/10.1051/matecconf/201816307001.

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The paper focuses on the influence of the standard test method applied to determine the concrete stabilized secant modulus on a specified value. The new European Standard EN 12390-13 for testing hardened concrete accepts two methods (A and B) for the determination of the secant modulus of elasticity in compression. The aim of the research was to establish how different testing procedures affect a measured value of modulus of elasticity. Four structural concrete series: two lightweight aggregate concretes and two normal-weight ones were subject to tests of moduli of elasticity determined by bot
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Ťažký, Martin, Lucia Osuská, and Rudolf Hela. "Development of the HVFAC Modulus of Elasticity." Solid State Phenomena 296 (August 2019): 155–60. http://dx.doi.org/10.4028/www.scientific.net/ssp.296.155.

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Concretes with high fly ash content are within a unified world nomenclature often referred to as HVFAC, resp. high volume fly ash concrete. These concretes are characterized by the percentage of fly ash as an active admixture relative to a cement dose of at least in a ratio of 1:1. The use of these concretes falls into the field of construction with the necessary reduction in the development of hydration heat. In the experiment, long-term monitoring of the development of important mechanical parameters, namely the static modulus of compressive elasticity and compressive strength, was performed
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Reiterman, Pavel. "Static Modulus of Elasticity of Concrete." Materials Science Forum 824 (July 2015): 151–54. http://dx.doi.org/10.4028/www.scientific.net/msf.824.151.

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Present paper deals with the experimental investigation of static modulus of elasticity of hardened concrete and its relation to compressive strength of concrete. Based on the number of measurement was derived expression of dependence of modulus of elasticity on compressive strength of concrete which was determined using cubic specimens; modulus of elasticity was measured using prismatic specimens of dimensions 100x100x400 mm. Studied concrete mixtures present commonly used concrete of all established strength classes.
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Tampi, R., H. Parung, R. Djamaluddin, and A. Amiruddin. "Elasticity modulus concrete of abaca fiber." IOP Conference Series: Earth and Environmental Science 473 (May 14, 2020): 012146. http://dx.doi.org/10.1088/1755-1315/473/1/012146.

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Jacintho, Ana Elisabete Paganelli Guimarães de Avila, Ivanny Soares Gomes Cavaliere, Lia Lorena Pimentel, and Nádia Cazarim Silva Forti. "Modulus and Strength of Concretes with Alternative Materials." Materials 13, no. 19 (2020): 4378. http://dx.doi.org/10.3390/ma13194378.

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This paper presents a study with concretes produced with natural aggregates, recycled concrete aggregates (RCA) and waste porcelain aggregates (WPA). The study analyzed the influence of recycled aggregates in the mechanical properties of conventional concretes and evaluated the difference between measured and predicted values of elasticity modulus. The incorporation of WPA in concrete showed better mechanical results compared to the concretes produced with RCA. Measured elasticity moduli were lower than moduli predicted by NBR 6118:2014 and fib Model Code 2010, while measured results were grea
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Mailyan, D. R., and G. V. Nesvetaev. "RIGIDITY AND STRENGTH ANALYSIS OF REINFORCED CONCRETE BEAMS BY VARYING ELASTICITY MODULUS." Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture, no. 4 (August 29, 2018): 86–93. http://dx.doi.org/10.31675/1607-1859-2018-20-4-86-93.

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Relevance: The actual values of the elastic modulus used for manufacturing reinforced concrete products and concrete structures may differ significantly from those given in SNiP 63.13330. It is therefore interesting to estimate the rational value of the elasticity modulus of concrete for a particular design. Purpose: Calculation algorithm is proposed for normal stresses and deformations based on variation of the elasticity modulus of concrete by controlling prescribed and technological factors. Materials and methods: Ordinary concrete grades up to В120 grade with organic and mineral modifiers,
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SANTOS, A. H. A., R. L. S. PITANGUEIRA, G. O. RIBEIRO, and E. V. M. CARRASCO. "Concrete modulus of elasticity assessment using digital image correlation." Revista IBRACON de Estruturas e Materiais 9, no. 4 (2016): 587–94. http://dx.doi.org/10.1590/s1983-41952016000400007.

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Abstract This paper presents the use of the technique of digital image correlation for obtaining the elasticity modulus of concrete. The proposed system uses a USB microscope that captures images at a rate of five frames per second. The stored data are correlated with the applied loads, and a stress-strain curve is generated to determine the concrete compressive modulus of elasticity. Two different concretes were produced and tested using the proposed system. The results were compared with the results obtained using a traditional strain gauge. It was observed a difference in the range of 4% be
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Dissertations / Theses on the topic "Modulus of elasticity of concrete"

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Bhattacharjee, Chandan. "Bayesian prediction of modulus of elasticity of self consolidated concrete." [College Station, Tex. : Texas A&M University, 2007. http://hdl.handle.net/1969.1/ETD-TAMU-2467.

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Schoppe, Brett Michael. "SHRINKAGE & MODULUS OF ELASTICITY IN CONCRETE WITH RECYCLED AGGREGATES." DigitalCommons@CalPoly, 2011. https://digitalcommons.calpoly.edu/theses/500.

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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 R
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Axson, Daniel Peter. "Ultimate Bearing Strength of Post-tensioned Local Anchorage Zones in Lightweight Concrete." Thesis, Virginia Tech, 2008. http://hdl.handle.net/10919/33711.

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Currently, NCHRP Report 356 has published an equation to estimate the ultimate strength of the local zone in normal weight concrete. The local zone is the area of concrete directly ahead of the bearing plate. The equation can be broken into two distinct parts: unconfined bearing strength of concrete enhanced by the A/Ab ratio and the enhancement of strength due to the presence of confining. Research has shown that the strength enhancement of the A/Ab ratio and confining reinforcing is less in lightweight concrete than in normal weight concrete. To determine the strength of the local zone in li
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Potočková, Michaela. "Vliv vícenásobného cyklického zatěžování na hodnotu statického modulu pružnosti betonu v tlaku v konstrukcích." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240134.

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This thesis deals with the dependence of static modulus of elasticity of concrete in compression on number of load cycles. The deformation of test specimens during multiple cyclic loading was measured with resistive strain gages. Up to 1600 load cycles was conducted. Static modulus of elasticity in compression was determined from measured deformations. The aim of this thesis is assessment changes in the values of static modulus of elasticity depending on the number of load cycles.
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Gujel, Daniele Artini. "Avaliação do comportamento elástico de concretos produzidos com substituição parcial dos agregados graúdos naturais por reciclados de concreto a partir de ensaios Estático e Dinâmico." Universidade do Vale do Rio dos Sinos, 2014. http://www.repositorio.jesuita.org.br/handle/UNISINOS/4352.

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Submitted by Fabricia Fialho Reginato (fabriciar) on 2015-07-08T22:34:01Z No. of bitstreams: 1 DanieleGugel.pdf: 2874038 bytes, checksum: 4386cae5306c5137fce5e8448d48f6fa (MD5)<br>Made available in DSpace on 2015-07-08T22:34:01Z (GMT). No. of bitstreams: 1 DanieleGugel.pdf: 2874038 bytes, checksum: 4386cae5306c5137fce5e8448d48f6fa (MD5) Previous issue date: 2014-04-02<br>CAPES - Coordenação de Aperfeiçoamento de Pessoal de Nível Superior<br>FINEP - Financiadora de Estudos e Projetos<br>A construção civil é um setor que causa elevado impacto ambiental devido à geração de resíduos e ao ele
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Marchi, Renata D\'Agostino De. "Estudo sobre a variabilidade do módulo de deformação do concreto associada a fatores intrínsecos à produção do material." Universidade de São Paulo, 2011. http://www.teses.usp.br/teses/disponiveis/3/3146/tde-23032012-102942/.

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Em função da especificação do módulo de elasticidade ou módulo de deformação do concreto ser cada vez mais frequente, se faz necessário o conhecimento da variabilidade desta propriedade, relacionada ao processo de produção, de modo a tornar mais confiável sua avaliação e que possibilite melhores condições no controle de produção para o atendimento aos requisitos associados a esta propriedade. Várias pesquisas têm comprovado que a variabilidade das propriedades mecânicas dos materiais de construção obedece a processos aleatórios. Portanto, os métodos de segurança no projeto estrutural devem e
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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.

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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 ce
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Kocáb, Dalibor. "Experimentální stanovení faktorů ovlivňujících statický modul pružnosti betonu s využitím nedestruktivních zkušebních metod." Doctoral thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-355639.

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The Ph.D. thesis deals with one of the most important characteristics of hardened concrete; i.e. the modulus of elasticity. The thesis aims to describe and evaluate the important factors that affect the final value of concrete modulus of elasticity, especially those that can be influenced during construction. Another aim is to find ways to determine the static modulus of elasticity of concrete by non-destructive means (primarily ultrasonic pulse method, resonance method and use of electronic rebound hammers), thus to determine the possibility of creating calibration curve for NDT determination
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Sousa, Fernando Henrique Fernandes. "Avaliação da relação entre os módulos de elasticidade estático e dinâmico de concretos produzidos com agregados graúdos reciclados em substituição aos agregados graúdos naturais." Universidade do Vale do Rio dos Sinos, 2018. http://www.repositorio.jesuita.org.br/handle/UNISINOS/7170.

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Submitted by JOSIANE SANTOS DE OLIVEIRA (josianeso) on 2018-08-16T13:06:28Z No. of bitstreams: 1 Fernando Henrique Fernandes Sousa_.pdf: 2658604 bytes, checksum: e7b64f91760b00255d2c12f5440cf17d (MD5)<br>Made available in DSpace on 2018-08-16T13:06:28Z (GMT). No. of bitstreams: 1 Fernando Henrique Fernandes Sousa_.pdf: 2658604 bytes, checksum: e7b64f91760b00255d2c12f5440cf17d (MD5) Previous issue date: 2018-05-28<br>Nenhuma<br>O módulo de elasticidade é um parâmetro que mensura a rigidez do concreto, sendo uma das propriedades que é levada em consideração na verificação da segurança estr
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Montija, Fernando Celotto. "Aspectos da variabilidade experimental do ensaio de módulo de deformação do concreto." Universidade de São Paulo, 2007. http://www.teses.usp.br/teses/disponiveis/3/3146/tde-01042009-135948/.

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Esta dissertação insere-se nas áreas de qualidade laboratorial e de ensaios de controle de concreto, especificamente quanto à propriedade módulo estático de deformação ou módulo de Young. A motivação do trabalho é a elevada variabilidade de resultados experimentais observada pelo meio técnico nacional em ensaios interlaboratoriais, cujos resultados indicam desvios-padrão totais da ordem de 3,5 GPa, valor significativo para o controle tecnológico de obras de construção civil. Os objetivos buscados foram a identificação das parcelas da variabilidade oriundas da produção e do ensaio, com especial
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Books on the topic "Modulus of elasticity of concrete"

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Shaker, Atif F. The effective modulus of elasticity of concrete in tension. Dept. of Civil Engineering, University of Alberta, Canada, 1991.

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Standards, Association of Australia Committee BD/42 Methods of Testing Concrete. Methods of testing concrete: Determination of the modulus of rupture. 3rd ed. Standards Australia, 1985.

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K, Kokula Krishna Hari, ed. Determination of Modulus of Elasticity of Hybrid composite material with reinforcement of Coconut coir: ICIEMS 2014. Association of Scientists, Developers and Faculties, 2014.

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Prestressed bodies. Longman Scientific, 1989.

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Ubysz, Andrzej. Odkształcenia plastyczne i samonaprężenia w żelbetowych konstrukcjach prętowych. Wydawn. Politechniki Wrocławskiej, 1999.

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Juirnarongrit, Teerawut. Effect of pile diameter on the modulus of sub-grade reaction. Department of Structural Engineering, University of California, San Diego, 2005.

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Dutt, Pravir. A spline-based parameter estimation technique for static models of elastic structures. ICASE, 1986.

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Lee, Hosin David. Validation of the mix design process for cold in-place rehabilitation using foamed asphalt. Public Policy Center, University of Iowa, 2007.

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Bansal, Narottam P. Solid state synthesis and properties of monoclinic celsian. National Aeronautics and Space Administration, 1996.

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Li, Jian. Simplified data reduction methods for the ECT test for mode III interlaminar fracture toughness. National Aeronautics and Space Administration, Langley Research Center, 1995.

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Book chapters on the topic "Modulus of elasticity of concrete"

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Saju, Aleesha Anna, and K. K. Smitha. "Evaluation of Modulus of Elasticity of Plastic Aggregate Concrete." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-80312-4_36.

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Suzila, R., M. S. Hamidah, A. Anizahyati, and M. R. Ahmad Ruslan. "Fibre Reinforced Modulus of Elasticity and Compressive Strength of Foamed Concrete." In InCIEC 2013. Springer Singapore, 2014. http://dx.doi.org/10.1007/978-981-4585-02-6_51.

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Özerkan, N. G., and İ. Ö. Yaman. "Use of Dynamic Modulus of Elasticity to Assess the Durability of Self Consolidating Concrete." In Nondestructive Testing of Materials and Structures. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-0723-8_43.

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Hadjab, Hadda, Ahmed Arbia, and Oussama Boulekfouf. "The Use of Ultrasonic Waves and Analytical Modeling to Estimate Elasticity Modulus of Rubber Concrete Specimen." In Advanced Structured Materials. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-07383-5_4.

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Ngo, Van Thuc, Tien Thanh Bui, Thi Cam Nhung Nguyen, Thi Thu Nga Nguyen, and Thanh Quang Khai Lam. "Effect of Nano-Silica Content on Compressive Strength and Modulus of Elasticity of High-Performance Concrete." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-0053-1_19.

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Danoglidis, P. A., and M. S. Konsta-Gdoutos. "Reinforcing Concrete with Carbon Nanotubes and Carbon Nanofibers: A Novel Method to Improve the Modulus of Elasticity." In Structural Integrity. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-91989-8_19.

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Rahim, Jamilah Abd, Siti Hawa Hamzah, and Hamidah Mohd Saman. "Determination of Modulus Elasticity and Poison Ratio of Expanded Polystyrene (EPS) Lightweight Concrete (LWC) Enhanced with Steel Fiber." In InCIEC 2014. Springer Singapore, 2015. http://dx.doi.org/10.1007/978-981-287-290-6_3.

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Yazyev, Serdar, Mukhtar Bekkiev, Evgeniy Peresypkin, and Mikhail Turko. "Task for a Prestressed Reinforced Concrete Cylinder with External Reinforcement and Cylinder Optimization by Varying the Modulus of Elasticity." In International Scientific Conference Energy Management of Municipal Transportation Facilities and Transport EMMFT 2017. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-70987-1_93.

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Lüttschwager, Nils Olaf Bernd. "Modulus of Elasticity." In Raman Spectroscopy of Conformational Rearrangements at Low Temperatures. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-08566-1_6.

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Keaton, Jeffrey R. "Modulus of Elasticity." In Encyclopedia of Earth Sciences Series. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-73568-9_205.

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Conference papers on the topic "Modulus of elasticity of concrete"

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Gherman, Oana. "MODULUS OF ELASTICITY OF HIGH STRENGTH CONCRETE." In 17th International Multidisciplinary Scientific GeoConference SGEM2017. Stef92 Technology, 2017. http://dx.doi.org/10.5593/sgem2017/62/s26.037.

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Maheswari, S., M. B. Anoop, and K. Balaji Rao. "Probabilistic Analysis of Modulus of Elasticity of Concrete Through Multiscale Modelling." In 5th International Congress on Computational Mechanics and Simulation. Research Publishing Services, 2014. http://dx.doi.org/10.3850/978-981-09-1139-3_170.

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Pratama, M. Mirza Abdillah, Buntara Sthenly Gan, Han Ay Lie Han Ay Lie, and Andika Bagus Nur Rahma Putra. "A Numerical Analysis of The Modulus of Elasticity of The Graded Concrete." In Proceedings of the 2nd International Conference on Vocational Education and Training (ICOVET 2018). Atlantis Press, 2019. http://dx.doi.org/10.2991/icovet-18.2019.29.

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Kocáb, Dalibor, Romana Halamová, Barbara Kucharczyková, and Petr Daněk. "Development of the modulus of elasticity of cement materials in the early stage of ageing." In SPECIAL CONCRETE AND COMPOSITES 2019: 16th International Conference. AIP Publishing, 2020. http://dx.doi.org/10.1063/5.0000398.

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Buari, T. A., Festus Olutoge, and G. M. Ayininuola. "RELATIONSHIP BETWEEN COMPRESSIVE STRENGTH AND MODULUS OF ELASTICITY OF SELF CONSOLIDATING HIGH PERFORMANCE CONCRETES (SCHPCS) INCORPORATING GSA AS SCM." In International Conference on Emerging Trends in Engineering & Technology (IConETech-2020). Faculty of Engineering, The University of the West Indies, St. Augustine, 2020. http://dx.doi.org/10.47412/aktq7222.

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This experimental work evaluates the relationship between compressive strength and modulus of Elasticity of self-consolidating High performance concrete (SCHPC) containing high volume of Groundnut Shell Ash (GSA) up to 40% substitution as SCM. A total of 210 specimens of the GSA blended SCHPCs comprising 105 cubes (100 x100 mm) and 105 cylinders (150x300 mm) were cured in water for 7,14,28 ,56, 92,120 and 180 days hydration periods and the compressive strength and Modulus of elasticity determined. The linear relationships were studied with regression analysis. The findings revealed that all th
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Rizos, Dimitrios C. "High-Strength Reduced-Modulus High Performance Concrete (HSRM-HPC) for Prestressed Concrete Tie Applications." In 2016 Joint Rail Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/jrc2016-5798.

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A High-Strength Reduced-Modulus High Performance Concrete (HSRM-HPC) for use in prestressed concrete rail ties has been developed by the authors. The HSRM-HPC material was originally considered for highway bridges but was rejected because of the accidental finding of the low modulus of elasticity. It is shown that the elastic modulus of the HSRM-HPC is reduced as much as 50% compared to the conventional HPC of the same strength while preserving all other properties of the conventional HPC. The use of the more flexible HSRM-HPC in concrete ties leads to reduced stress amplitudes and regularized
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Han, T., J. Huang, K. Khayat, A. Kumar, and H. Ma. "Prediction of Compressive Strength and Modulus of Elasticity of Concrete Using Machine Learning Models." In MS&T19. TMS, 2019. http://dx.doi.org/10.7449/2019mst/2019/mst_2019_604_611.

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Han, T., J. Huang, K. Khayat, A. Kumar, and H. Ma. "Prediction of Compressive Strength and Modulus of Elasticity of Concrete Using Machine Learning Models." In MS&T19. TMS, 2019. http://dx.doi.org/10.7449/2019/mst_2019_604_611.

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Gailitis, Rihards, Andina Sprince, Leonids Pakrastins, Genadijs Shakhmenko, Tomass Kozlovskis, and Liga Radina. "Long-term properties of foamed concrete." In The 13th international scientific conference “Modern Building Materials, Structures and Techniques”. Vilnius Gediminas Technical University, 2019. http://dx.doi.org/10.3846/mbmst.2019.067.

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Foamed concrete has been used as a building material since the early 1920s. In the beginning, it was used as an insulation material with very low density. Since then there have been attempts to improve the structural properties in order to increase materials load-bearing capacity. In the present-day foamed concrete is being used in soil reinforcement, manufacturing of building blocks and other sorts of construction materials (Mugahed Amran, Farzadnia, &amp; Abang Ali, 2015). The aim of this article is to determine the behaviour and long-term properties of foamed concrete. Cylindrical specimens
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Ong, Chong Yong, Kok Keong Choong, Geem Eng Tan, and Tai Boon Ong. "Full Scale Load Test of A 20m Span Precast Concrete Closed Spandrel Arch Bridge System With Corrugated Section." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0933.

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Abstract:
&lt;p&gt;A new form of precast concrete closed spandrel arch bridge with corrugated section was introduced and developed in Malaysia in the year of 2008. Due to its high stiffness to self-weight ratio, this precast arch system is beneficial to the sustainable bridge construction. In order to study the actual performance of this precast arch system, a full scale load test on a 20m span arch bridge using two 88 tonnes trucks is presented in this paper. Total of five types of truck arrangement were carried out. Vertical deflection at mid span and foundation settlement were measured. It is found t
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Reports on the topic "Modulus of elasticity of concrete"

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Carter, Austin D., and S. Elhadj. Modulus of Elasticity and Thermal Expansion Coefficient of ITO Film. Office of Scientific and Technical Information (OSTI), 2016. http://dx.doi.org/10.2172/1325877.

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Verrill, Steve P., Frank C. Owens, David E. Kretschmann, and Rubin Shmulsky. Statistical models for the distribution of modulus of elasticity and modulus of rupture in lumber with implications for reliability calculations. U.S. Department of Agriculture, Forest Service, Forest Products Laboratory, 2017. http://dx.doi.org/10.2737/fpl-rp-692.

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Shives, T. Robert, and Richard J. Fields. Modulus of elasticity and Poisson's ratio for types 17-4 PH and 410 stainless steels in compression. National Institute of Standards and Technology, 1991. http://dx.doi.org/10.6028/nist.ir.4671.

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Kretschmann, David, James Evans, Mike Wiemann, Bruce A. Kimball, and Sherwood B. Idso. Long-term effects of elevated carbon dioxide concentration on sour orange wood specific gravity, modulus of elasticity, and microfibril angle. U.S. Department of Agriculture, Forest Service, Forest Products Laboratory, 2007. http://dx.doi.org/10.2737/fpl-rn-307.

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Olek, J., Menashi Cohen, and Charles Scholer. Use of Modulus of Rupture, Fatigue Resistance and Maturity in Determining Opening to Traffic Time for Concrete Pavements. Purdue University, 2003. http://dx.doi.org/10.5703/1288284313341.

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