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Relevant bibliographies by topics / Concrete technology

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Academic literature on the topic 'Concrete technology'

Author: Grafiati

Published: 4 June 2021

Last updated: 31 January 2023

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Journal articles on the topic "Concrete technology"

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De La Cruz Vega, Sleyther Arturo, Cristian Milton Mendoza Flores, Pablo Adrian Pezo Morales, Jose Antonio Garrido Oyola, Kevin Arturo Ascoy Flores, and Robert Edinson Suclupe Sandoval. "Concrete technology. Chapter 2: Concrete Materials." Universidad Ciencia y Tecnología 26, no. 112 (March 9, 2022): 125–43. http://dx.doi.org/10.47460/uct.v26i112.552.

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The following book chapter presents the essential components of concrete, being a material that can acquire any shape in the liquid state and is very resistant in the hardened state as well as being aesthetic to be used in a diversity of applications. References [1]A. Garófalo, “Evaluación físico-química de los cementos a partir de la correlación de sus propiedades asociadas con la producción de hormigón”, escuela superior politécnica del Litoral, Ecuador, 2015. [2]AFCP, “La industria del cemento y la sostenibilidad”, Argentina, 2014. [3]ASTM, “Especificación normalizada para cemento Portland C 150-07”, Estados unidos, 2007. [4]E. Riva, “Materiales para el concreto”, Ed. ICG, 3era edición, Lima, 2000. [5]Indecopi, “Norma Técnica Peruana NTP 334.001”, Lima, Perú ,2001. [6]P. Aching and W. Del Castillo, “Influencia del plastificante reductor de agua sika-cem en el concreto cemento arena-Iquitos, 2018”, tesis, Universidad científica del Perú, Loreto, Peru, 2018. [7]P. Valera, “Influencia de las propiedades físico –químicas del agua del río Shilcayo en la resistencia del concreto f´c= 210 kg/cm2, Tarapoto-2018”, tesis, Universidad Cesar Vallejo, Tarapoto, Perú. [8]R. Salamanca, “Aplicación del cemento portland y los cementos adicionados”, ciencia e ingeniería Neogranadina, no. 10, pp. 33-38, 2001. [9]S. Laura, “Diseño de mezclas de concreto”, Universidad Nacional del Altiplano, Puno, Perú, 2006.

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Leczovics, Péter, and Viktória Sugár. "CONCRETE CANOE: A COMPLEX CONCRETE TECHNOLOGY." YBL Journal of Built Environment 1, no. 2 (December 1, 2013): 43–55. http://dx.doi.org/10.2478/jbe-2013-0011.

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Abstract The Concrete Canoe Competition has been organized second time in Hungary in 2013. The main point of the competition is to design and create a floating concrete object with specified dimensions, which does not contain statically rigid frame. A speed-trial is also part of the contest. The team of Szent István University, Ybl Miklós Faculty of Architecture and Civil Engineering attended both the first (2012) and the second (2013) competition. In both years the main part of designing and creation of the canoe was under the direction of employees of Building Materials division of the Insitute. Building a concrete canoe proved to be a complex challenge. Knowledge of different engineering fields was required to solve the task - questions about material properties, hydrodynamics, statics, technologies were needed to be solved. Present paper introduces the authors’ experience, investigations, and means of realization of the concrete canoe.

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Pshinko, O. M., T. M. Pavlenko, T. M. Dekhta, O. V. Hromova, and O. V. Steinbrech. "Improvement of concrete and building mortar technology using secondary mineral resources." Naukovyi Visnyk Natsionalnoho Hirnychoho Universytetu, no. 2 (April 30, 2022): 91–95. http://dx.doi.org/10.33271/nvngu/2022-2/091.

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Purpose. Improving the technology of concretes on the basis of secondary mineral resources (waste foundry sand of metallurgical and machine-building industry, ash-and-slag mixes of thermal power plants). Methodology. Generally accepted standard methods in the study of the basic properties of raw materials, concrete mixes and concretes are used in the work. The samples were moulded using specially made laboratory vacuum equipment. Findings. The study results on the main properties of concretes on the basis of secondary mineral resources confirmed the effectiveness of vibrovacuum technology. For example, the strength of ash-and-slag vacuum concrete is on average higher than the strength of vibrocompacted concrete from a mobile concrete mix by 610 MPa or by 60100% (depending on the cement consumption). Also, high-quality concretes with moderate cement consumption for various types of construction are obtained on the basis of waste foundry sand. Originality. Scientific and technical bases of the technology of vibrovacuum concrete on the basis of waste foundry sand and ash-and-slag mixes were developed. Practical value. Through the development of the technology of vibrovacuum products based on secondary mineral resources concrete, high-quality concretes (increased strength, frost resistance, etc.) were obtained for road and other types of construction. This technology allows applying the existing technological equipment without fundamental design changes, carrying out immediate dismantling of moulded products, which significantly reduces the metal consumption of the technology.

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Tukhareli, V. D., T. F. Cherednichenko, and O. Y. Pushkarskaya. "New Unconventional Additives in Concrete Technology for Expansion its Functionality." Solid State Phenomena 265 (September 2017): 231–36. http://dx.doi.org/10.4028/www.scientific.net/ssp.265.231.

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Functional enhancement of concrete, giving it heat-resistant properties becomes possible while adding mill ground additions based on silicon carbide materials of the region. The selection of silicon carbide waste and secondary production materials as a filler for the production of concrete with heat-resistant properties was based on the following principles: dispersion, the chemical composition, phase composition that reflect the chemical activity of the material in relation to the concrete binder. The thermal resistance of concrete has increased fivefold. In forming concrete structures with addition of silicon carbide occurs embedding into the structure of hydrates fine powder silicon carbide cyclone dust, with the chemical processes behaviour in the boundary contact zone between binder and filler. The increase of thermal resistance can attribute the resulting concrete composition to the category of heat-resistant concretes, and that significantly expands the functionality of concrete.

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LARSEN, O. A., V. V. NARUTS, and V. V. VORONIN. "CONCRETE RECYCLING TECHNOLOGY FOR SELF-COMPACTING CONCRETE." Building and reconstruction 88, no. 2 (2020): 61–66. http://dx.doi.org/10.33979/2073-7416-2020-88-2-61-66.

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Zdeb, T. "Ultra-high performance concrete – properties and technology." Bulletin of the Polish Academy of Sciences: Technical Sciences 61, no. 1 (March 1, 2013): 183–93. http://dx.doi.org/10.2478/bpasts-2013-0017.

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Abstract The paper deals with information concerning properties and technology of a new generation cementitious composite i.e. Ultra-High Performance Concrete. High performance here means both high strength and high durability under the influence of environmental factors. This group of composites is mainly represented by Reactive Powder Concretes (RPC), which show both outstanding durability and mechanical properties. Characteristic features of RPC are mainly due to the very low water-cement ratio, which involves application of superplasticizer, significant reduction of aggregate grains size as well as hydrothermal treatment. In the first part of the paper selected properties of RPC are compared to ordinary concrete and to other groups of new generation concrete. Moreover, fundamental technological factors influencing properties of RPC are described as well. The second part deals with the RPC developed at Cracow University of Technology. The presented test results are mainly focused on the influence of steel fibres content on mechanical properties of reactive powder concrete and hydrothermal treatment on composites microstructure. The quantitative and qualitative evaluation of this relationship expand the knowledge of the UHPC technology. Finally, the third part presents the most significant and newest structures which have been erected with the use of RPC

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Sun, Li Gong. "Pump Concrete Construction Technology." Applied Mechanics and Materials 229-231 (November 2012): 2518–21. http://dx.doi.org/10.4028/www.scientific.net/amm.229-231.2518.

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In recent years, pump concrete construction technology is widely put in use because the modern architecture trends to over- height, large- span, and over-load. In the basis of the railway engineering examples, the thesis elaborates the ratio design of high-strength pump concrete, construction technology and quality control with reference to projects of the same kind.

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Clement, Francis Deng, Hong Zhang, and Cong Liu. "Progresses in Concrete Technology." Applied Mechanics and Materials 723 (January 2015): 451–55. http://dx.doi.org/10.4028/www.scientific.net/amm.723.451.

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Investigationofrecentprogressesinconcretetechnology,withemphasisonresearchachievedattheCenterforAdvancedCementBasedMaterials (ACBMCenter) atLiYang, china, as explored during our recent visit is presented.Ultra-high-strengthconcrete (UHSC),withcompressivestrengthof200MPa,devisesbeenindustrialized. Thepropertiesandusesof reactivepowderconcrete,onetypeof UHSC,areargued.Fiberreinforcementisrecycledtoovercometheinherentbrittlenessandincreasethetensilestrengthofconcrete,particularlyhigh-andultra-high-strengthconcrete.Fiber-reinforcedcementitiousaggregatescan bedesignedforparticularuseswiththeuseofdistinctiveprocessingtechniques,suchasextrusion,and hybridfiberreinforcement.Significantdeclinesindryingshrinkageareattainedwithanewlyadvancedshrinkage reducingadmixture.Productioncostscanbereducedwiththepracticeofselfcompressingconcrete (SCC),whichdoesnotrequirevibrationatplacement.Thedesign ofSCCisexpeditedwitharecentlyadvancedrheologicalmodel.Anondestructiveestimationproceduredevisesremaineddevelopedtomonitorthehardeningprocessoffreshconcrete.

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Kashiwagi, M. "Innovation of Concrete Technology." Concrete Journal 52, no. 7 (2014): 563. http://dx.doi.org/10.3151/coj.52.563.

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Freytag, Bernhard. "Glass-Concrete Composite Technology." Structural Engineering International 14, no. 2 (May 2004): 111–17. http://dx.doi.org/10.2749/101686604777963991.

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Dissertations / Theses on the topic "Concrete technology"

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Kevern, John Tristan. "Advancements in pervious concrete technology." [Ames, Iowa : Iowa State University], 2008.

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Hardon, Roger G. "Technology of repair for corroded reinforced concrete." Thesis, Aston University, 1989. http://publications.aston.ac.uk/14268/.

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A number of factors relating to various methods of repair for chloride initiated corrosion damage of reinforced concrete have been studied. A novel methodology has been developed to facilitate the measurement of macro and micro-cell corrosion rates for steel electrodes embedded in mortar prisms containing a chloride gradient. The galvanic bar specimen comprised electrically isolatable segmental mild steel electrodes and was constructed such that macro-cell corrosion currents were determinable for a number of electrode combinations. From this, the conditions giving rise to an incipient anode were established. The influence of several reinforcement and substrate primer systems upon macro-cell corrosion, arising from an incipient anode, within a patch repair have been investigated. Measurements of electrochemical noise were made in order to investigate the suitability of the technique as an on-site means of assessing corrosion activity within chloride contaminated reinforced concrete. For this purpose the standard deviation of potential noise was compared to macro-cell galvanic current data and micro-cell corrosion intensity determined by linear polarisation. Hydroxyl ion pore solution analyses were carried out on mortar taken from cathodically protected specimens. These specimens, containing sodium chloride, were cathodically protected over a range of polarisation potentials. Measurement of the hydroxyl ion concentrations were made in order to examine the possibility of alkali-silica reactions initiated by cathodic protection of reinfored concrete. A range of mortars containing a variety of generic type additives were examined in order to establish their resistances to chloride ion diffusion. The effect of surfactant addition rate was investigated within a cement paste containing various dosages of naphthalene sulphonate.

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Catley, David Gerald. "Thermal curing of concrete with conductive polymer technology." Thesis, Sheffield Hallam University, 2009. http://shura.shu.ac.uk/19431/.

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Concrete is used on the majority of all construction projects. It is manufactured using the core constituents of a cement binder, typically Portland Cement, proportions of coarse and fine aggregates and water. The strength development of concrete is achieved by the addition of water that reacts with the binder in the form of a hydration reaction. This hydration reaction or strength development is dependant on two primary curing factors, time and temperature. Increasing the rate of strength development of concrete by elevating the curing temperature at early ages has advantages of maximising concrete production and reducing manufacturing time. Increasing the temperature of early age concrete up to 70 deg C is used in precast plants where it is critical for a minimum strength to be achieved within a certain time period to allow the removal of the concrete sections from moulds and forms. Various practices are adopted by precast concrete manufacturers to achieve the early strengths required to maximise production, both thermal and non-thermal. These include heating the various mix constituents of the concrete, using unnecessarily high cement contents within the mix, using large quantities of chemical admixtures or by increasing the ambient temperature of plants within which the elements are manufactured. In precast concrete plants the use of steam to elevate the curing temperature of the concrete is the most commonly adopted technique. However, it is inefficient and rarely provides controlled temperatures to the concrete as recommended in approved codes of practices and standards. This research programme has investigated the use of an alternative heating technology for concrete curing, optimising a unique Conductive Polymer Technology (CPT). The application and optimisation of the CPT material to provide heat curing to concrete within the laboratory, in-situ and within precast concrete plants has been investigated. The electrical properties of the CPT were investigated to determine their relationship with the size of the concrete elements. This was done for various CPT materials with different Characteristic Resistances. Having gained an in depth understanding of the electrical properties of the CPT, various heating Jackets were designed and manufactured to thermally cure concrete elements at early ages. The Jackets were designed with various outer protective materials. The effect of CPT curing on the strength and shrinkage, both at early ages and long-term, was determined. The thermal performance of the heating jackets was determined for each application including the uniformity of the heating provided into the concrete element. The interaction of the heat generated by hydration and CPT heating for larger elements was also investigated. The results showed that the CPT materials varied depending upon their manufacture and required target resistance. The thermal blankets had the capability to uniformly heat concrete elements at various ambient temperatures, to temperatures required by standards and approved codes of practice for accelerated curing of concrete. This uniform heating resulted in greater compressive strength of laboratory scale concrete elements with reduced shrinkage. The research identified the important parameters for CPT jacket design andmaterials selection e.g. the importance of the contact between CPT heating elements and the concrete element and the selection of appropriate insulation materials. The test programme also investigated the durability of CPT under different exposure conditions. The results from testing the CPT material under conditions such as freeze thaw, heating & cooling and wetting & drying showed that wetting and drying had the most significant affect on the CPTs resistance, altering by 10%. Other tests of durability included punching holes of various sizes into the CPT samples to determine their effect on the CPT's resistance. This was found to be directly linked to the area of CPT material removed. The manufacture, performance and operation of the CPT materials has also been investigated to provide an understanding of its mode of heating and its effect on concrete curing. The concept of maturity has been used to determine relationships between strength development and thermal curing and energy requirement for thermal curing when using CPT.

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Rezaei, Ehsan. "Vibrations of partly supported concrete railway sleeper." Thesis, Linköping University, Solid Mechanics, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-57679.

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Analytical and finite element solutions to the problem of a vibrating beam on an elastic foundation are presented. An application example is a concrete railway sleeper embedded in an elastic medium (the ballast). The sleeper is also elastically connected to the rails. Eigenfrequencies are calculated and vibration modes are discussed. The beam (sleeper) is divided into sections where each section may or may not be supported by the elastic foundation. The elastic connections to the rails are situated at the two joinings of the three sleeper sections.

Some conclusions are that Euler-Bernoulli beam theory can be used to calculate two, or maximum three, eigenfrequencies of the sleeper. The foundation stiffness influences the lowest bending-mode eigenfrequency the most; higher eigenfrequencies are practically unaffected by the foundation stiffness. The influence of railpad (and rail) stiffness on the sleeper eigenfrequencies is negligible.

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Altobelli, Frank Robert. "An innovative technology in concrete construction--semi-automated rebar tying." Thesis, Massachusetts Institute of Technology, 1991. http://hdl.handle.net/1721.1/45703.

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KING-NYGREN, ELIAS. "Analysis of Complex 3D-Concrete Casting." Thesis, KTH, Skolan för industriell teknik och management (ITM), 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-299789.

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Concrete is the second most used material in the world and is primarily used within the construction industry. It is however also used for making decorative and functional smaller products within various industries. Manufacturing with concrete can be done with different manufacturing techniques, the most common technique being concrete casting in molds. This project was conducted at Arclight AB in Stockholm, a company on the verge of starting production of molds for casting concrete products. With many different manufacturing techniques at their disposal, it is however difficult for them to know which manufacturing technique should be used for which type of mold. The goal of this project is to compare the available manufacturing techniques at Arclight and see which are most suitable for mold manufacturing. The background research and preparation resulted in three segments of the casting process which needed to be analyzed: choice of concrete, choice post-processing technique, and choice of manufacturing technique. Results from the trails of these three segments gave invaluable information for the project. Concrete trails resulted in a recommendation of a concrete with high compression strength and high water content to make the concrete viscous and flow easily into the mold. Post-processing trials resulted in different optimal post-processing techniques based on the mold material and manufacturing technique. Manufacturing trails gave in-depth information on processing larger molds and the potential problems associated with casting complex large concrete products. The final result of the project is a spreadsheet which recommends an optimal manufacturing technique based on the geometry type and number of products to be cast. Maximum cost per product, maximum machine time for manufacturing and maximum total production time for the concrete products are also stated to find the optimal manufacturing technique for each specific concrete casting project. Before using this spreadsheet as a basis for manufacturing, it should be formatted for easier use. Additional tests with applying epoxy and polyurethane resin for post-processing molds should be conducted, in addition to testing materials for manufacture of master molds for vacuum forming.
Betong är det näst mest använda råmaterialet i världen och används primärt inom byggindustrin. Det används även för tillverkning av estetiska och funktionella mindre produkter inom andra industrier. Betongprodukter kan tillverkas med flera olika tillverkningstekniker, där den vanligaste är gjutning av betong i gjutformar. Detta projekt var utfört hos Arclight AB i Stockholm, ett företag som är i början av att starta produktion av gjutformar för gjutning av betongprodukter. Med så många olika tillverkningstekniker hos företaget är det svårt att veta vilken tillverkningsteknik som är bäst lämpad för vilken typ av gjutform. Målet med detta projekt är att jämföra de olika tillverkningstekniker Arclight har och se vilka är mest lämpade för tillverkning av gjutformar. Bakgrundsforskningen och förberedandet resulterade i tre segment av gjutprocessen som behövde analyseras; val av betong, val av ytbehandlingsteknik, och val av tillverkningsteknik. Testerna inom dessa tre segment gav ovärderlig information för projektet. Resultatet av betongtesterna var en rekommendation av betong med hög tryckhållfasthet och en stor mängd vatten i betongen för lättare hällning i gjutformen. Resultatet av ytbehandlingstesterna var olika optimala ytbehandlingar beroende på material för gjutformen, samt tillverkningsteknik. Resultatet av tillverkningstesterna gav information om stora gjutformar bäst hanteras och eventuella problem associerade med att gjuta stora komplexa betongprodukter. Slutgiltiga resultatet av projektet är ett kalkylblad vilket rekommenderar optimala tillverkningsmetoden baserat på geometritypen av produkten som ska gjutas samt antalet produkter att tillverka. Maximal kostnad per produkt, maximal maskintid för tillverkning och maximal total tillverkningstid för produktion av betongprodukterna bestäms även för att finna optimala tillverkningstekniken för varje specifikt betonggjutningsprojekt. Innan detta kalkylark används för tillverkning borde det formateras så det är mer användarvänligt. Ytterligare ytbehandlingstester med epoxyresin och polyuretanresin bör göras på gjutformar, samt även att testa material för tillverkning av formverktyg för vakumforming.

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Cortis, Michael. "Numerical modelling of braided fibres for reinforced concrete." Thesis, University of Glasgow, 2016. http://theses.gla.ac.uk/7763/.

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Fire has been always a major concern for designers of steel and concrete structures. Designing fire-resistant structural elements is not an easy task due to several limitations such as the lack of fire-resistant construction materials. Concrete reinforcement cover and external insulation are the most commonly adopted systems to protect concrete and steel from overheating, while spalling of concrete is minimised by using HPFRC instead of standard concrete. Although these methodologies work very well for low rise concrete structures, this is not the case for high-rise and inaccessible buildings where fire loading is much longer. Fire can permanently damage structures that cost a lot of money. This is unsafe and can lead to loss of life. In this research, the author proposes a new type of main reinforcement for concrete structures which can provide better fire-resistance than steel or FRP re-bars. This consists of continuous braided fibre rope, generally made from fire-resistant materials such as carbon or glass fibre. These fibres have excellent tensile strengths, sometimes in excess of ten times greater than steel. In addition to fire-resistance, these ropes can produce lighter and corrosive resistant structures. Avoiding the use of expensive resin binders, fibres are easily bound together using braiding techniques, ensuring that tensile stress is evenly distributed throughout the reinforcement. In order to consider braided ropes as a form of reinforcement it is first necessary to establish the mechanical performance at room temperature and investigate the pull-out resistance for both unribbed and ribbed ropes. Ribbing of ropes was achieved by braiding the rope over a series of glass beads. Adhesion between the rope and concrete was drastically improved due to ribbing, and further improved by pre-stressing ropes and reducing the slacked fibres. Two types of material have been considered for the ropes: carbon and aramid. An implicit finite element approach is proposed to model braided fibres using Total Lagrangian formulation, based on the theory of small strains and large rotations. Modelling tows and strands as elastic transversely isotropic materials was a good assumption when stiff and brittle fibres such as carbon and glass fibres are considered. The rope-to-concrete and strand-to-strand bond interaction/adhesion was numerically simulated using newly proposed hierarchical higher order interface elements. Elastic and linear damage cohesive models were used effectively to simulate non-penetrative 'free' sliding interaction between strands, and the adhesion between ropes and concrete respectively. Numerical simulation showed similar de-bonding features when compared with experimental pull-out results of braided ribbed rope reinforced concrete.

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El-Dharat, A. A. G. "The structural behaviour of composite reinforced concrete trough floors." Thesis, University of Salford, 1985. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.356194.

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Coyle, Neil Robert. "Development of fully composite steel-concrete-steel beam elements." Thesis, University of Dundee, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.270046.

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Steel-Concrete-Steel (SCS) composite construction consists of two relatively thin steel plates with the space between filled with concrete. Various forms of this construction exist, using overlapping shear studs and single bar connectors to provide shear reinforcement to the concrete and provide a shear transfer at the interface. The problem with current systems that rely purely upon shear studs or bar connectors is that they are prone to slip between the steel faceplates and concrete core. This slip leads to a loss of composite action causing a loss of stiffness and a reduced fatigue life. An extensive experimental programme consisting of 32 beam specimens and 34 other small scale specimens formed the basis for the study of the behaviour of surfaced SCS specimens under a variety of load conditions. The results of this test program showed that surfaced SCS specimens behaved in a more composite manner. This increase in composite action manifested itself in a number of ways. • Reduced slip between steel plate and concrete core • Increased stiffness of specimen • More even crack distribution This extensive experimental study was backed up with an analytical study to understand and predict the behaviour of the surfaced SCS elements. This study has led to a new method of predicting the capacity of such sections, to a greater degree of accuracy than current methods allow. Further to this a FE parametric study was carried out to investigate the sensitivity of the elements to changes in the main geometrical and material variables.

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Dennington, Simon P. J. "The effect of carboxylated acrylic polymer latices on the hydration kinetics of ordinary Portland cement." Thesis, University of Bristol, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.390101.

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Books on the topic "Concrete technology"

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James, L. M. Concrete technology. Plymouth: Macdonald and Evans, 1985.

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Neville, A. M. Concrete technology. Harlow: Longman, 1993.

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Neville, A. M. Concrete technology. Harlow: Longman, 1995.

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Neville, A. M. Concrete technology. Harlow: Longman Scientific & Technical, 1990.

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J, Brooks J., ed. Concrete technology. 2nd ed. Harlow, England: Prentice Hall, 2010.

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Shetty, M. S. Concrete Technology. 2nd ed. India: Chand (S.) & Co Ltd, 1987.

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Concrete technology. 3rd ed. Albany, N.Y: Delmar Publishers, 1991.

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Neville, A. M. Concrete technology. London: Longman, 1987.

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J, Brooks J., ed. Concrete technology. Harlow, Essex, UK: Longman Scientific & Technical, 1987.

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Ryan, W. G. Australian concrete technology. Melbourne, Australia: Longman Cheshire, 1992.

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Book chapters on the topic "Concrete technology"

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Setareh, Mehdi, and Robert Darvas. "Reinforced Concrete Technology." In Concrete Structures, 1–35. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-24115-9_1.

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Son, Lee How, and George C. S. Yuen. "Concrete Defects." In Building Maintenance Technology, 74–99. London: Macmillan Education UK, 1993. http://dx.doi.org/10.1007/978-1-349-23150-8_5.

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Poloju, Kiran Kumar. "Concrete." In SpringerBriefs in Applied Sciences and Technology, 1–12. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-5949-2_1.

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"Concrete." In Materials Technology, 29–62. Routledge, 2016. http://dx.doi.org/10.4324/9781315504292-11.

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Jayasree, P. K., K. Balan, and V. Rani. "Concrete Technology." In Practical Civil Engineering, 149–55. CRC Press, 2021. http://dx.doi.org/10.1201/9780429094811-9.

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"Concrete." In Fundamental Building Technology, 78–88. Routledge, 2013. http://dx.doi.org/10.4324/9780203155172-12.

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"The basics of concrete technology." In Concrete, 10–18. Birkhäuser, 2006. http://dx.doi.org/10.11129/detail.9783034614740.10.

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"concrete sawing technology." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik, 274. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_33991.

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"Concrete/material technology." In From Materials to Structures: Advancement through Innovation, 1089. CRC Press, 2012. http://dx.doi.org/10.1201/b15320-194.

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"Concrete/material technology." In From Materials to Structures: Advancement through Innovation, 1107–222. CRC Press, 2012. http://dx.doi.org/10.1201/b15320-22.

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Conference papers on the topic "Concrete technology"

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Harris, R. J. S., L. des Deserts, R. Kenison, R. Snell, and D. Kerr. "Concrete FPSO." In Offshore Technology Conference. Offshore Technology Conference, 1996. http://dx.doi.org/10.4043/8047-ms.

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"Development of High-Strength Concrete Technology." In SP-104: Lewis H. Tuthill International Symposium: Concrete and Concrete Construction. American Concrete Institute, 1987. http://dx.doi.org/10.14359/1634.

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""Concrete Technology, the Key to Current Concrete Platform Concepts"." In "SP-149: High-Performance Concrete - Proceedings, International Conference Singapore, 1994". American Concrete Institute, 1994. http://dx.doi.org/10.14359/4065.

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Li, Bin, Dan Wang, and Renzhi Lin. "Technology for concrete pipe manipulator." In ICMIT 2009: Mechatronics and Information Technology, edited by Jeha Ryu, Kil To Chong, Ryojun Ikeura, and Qingkai Han. SPIE, 2009. http://dx.doi.org/10.1117/12.858444.

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Qafleshi, Mevlan, Driton R. Kryeziu, Lulëzim Bytyçi, and Fisnik Kadiu. "Concrete of our Millennium – Eco Friendly Concrete." In University for Business and Technology International Conference. Pristina, Kosovo: University for Business and Technology, 2014. http://dx.doi.org/10.33107/ubt-ic.2014.13.

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"Geopolymer Concrete - Sustainable Cementless Concrete." In SP-261: 10th ACI International Conference on Recent Advances in Concrete Technology and Sustainability Issues. American Concrete Institute, 2009. http://dx.doi.org/10.14359/51663200.

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Sablok, Anil, Andrew Blundon, Trond Landbo, Johyun Kyoung, Chad Fowlow, and Svein Stromme. "Disconnectable Concrete Spar FPSO." In Arctic Technology Conference. Offshore Technology Conference, 2016. http://dx.doi.org/10.4043/27467-ms.

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Marshall, P. W., and L. G. Chabot. "Concrete Floating Central Facility." In Offshore Technology Conference. Offshore Technology Conference, 1993. http://dx.doi.org/10.4043/7159-ms.

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Lu, L. "Construction technology of self consolidating concrete." In SCC'2005-China - 1st International Symposium on Design, Performance and Use of Self-Consolidating Concrete. RILEM Publications SARL, 2005. http://dx.doi.org/10.1617/2912143624.066.

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Ma, Jiansuo, Miaomiao Zhou, Huanqin Cai, and Runshan Bai. "Preparation Technology of Polyurethane Foam Concrete." In 2016 International Forum on Energy, Environment and Sustainable Development. Paris, France: Atlantis Press, 2016. http://dx.doi.org/10.2991/ifeesd-16.2016.58.

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Reports on the topic "Concrete technology"

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Wilson, Cameron, Nathan Todd, Timothy Barrett, Alex Coyle, Robert Spragg, Miguel Montoya, John Haddock, and W. Jason Weiss. A Mobile Concrete Laboratory to Support Quality Concrete, Technology Transfer, and Training. Purdue University, January 2017. http://dx.doi.org/10.5703/1288284316341.

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Choi, Myoungsung, Chiara F. Ferraris, Nicos S. Martys, Van K. Bui, H. R. Trey Hamilton, and Didier Lootens. Research Needs to Advance Concrete Pumping Technology. National Institute of Standards and Technology, May 2015. http://dx.doi.org/10.6028/nist.tn.1866.

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none,. Roadmap 2030: The U.S. Concrete Industry Technology Roadmap. Office of Scientific and Technical Information (OSTI), December 2002. http://dx.doi.org/10.2172/1218750.

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Hudson, Kenneth L., Gene L. Fabian, and Philip G. Malone. Demonstration of Shock-Absorbing Concrete (SACON) Bullet Trap Technology. Fort Belvoir, VA: Defense Technical Information Center, August 1999. http://dx.doi.org/10.21236/ada375365.

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Chen, Zhenming, Xi Wu, and Lei Jiang. THE KEY TECHNOLOGY FOR CONSTRUCTION OF CONCRETE-FILLED STEEL TUBULAR COMPOSITE COLUMN. The Hong Kong Institute of Steel Construction, December 2018. http://dx.doi.org/10.18057/icass2018.p.098.

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Hock, Vincent F., Michael K. McInerney, Erik Kirstein, and Hannon T. Masse. Demonstration of Electro-Osmotic Pulse Technology for Groundwater Intrusion Control in Concrete Structures. Fort Belvoir, VA: Defense Technical Information Center, April 1998. http://dx.doi.org/10.21236/ada354112.

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Musial, Walter D., Philipp C. Beiter, and Jacob Nunemaker. Cost of Floating Offshore Wind Energy Using New England Aqua Ventus Concrete Semisubmersible Technology. Office of Scientific and Technical Information (OSTI), January 2020. http://dx.doi.org/10.2172/1593700.

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Snyder, Kenneth A., Li Piin Sung, and Geraldine S. Cheok. Nondestructive Testing (NDT) and sensor technology for service life modeling of new and existing concrete structures. Gaithersburg, MD: National Institute of Standards and Technology, December 2013. http://dx.doi.org/10.6028/nist.ir.7974.

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Palutke, Karl, Richard G. Lampo, Lawrence Clark, James Wilcoski, Rick Miles, and Darrel Skinner. Demonstration and Validation of a Lightweight Composite Bridge Deck Technology as an Alternative to Reinforced Concrete. Fort Belvoir, VA: Defense Technical Information Center, August 2016. http://dx.doi.org/10.21236/ad1016971.

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Weiss, Charles, William McGinley, Bradford Songer, Madeline Kuchinski, and Frank Kuchinski. Performance of active porcelain enamel coated fibers for fiber-reinforced concrete : the performance of active porcelain enamel coatings for fiber-reinforced concrete and fiber tests at the University of Louisville. Engineer Research and Development Center (U.S.), May 2021. http://dx.doi.org/10.21079/11681/40683.

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Abstract:

A patented active porcelain enamel coating improves both the bond between the concrete and steel reinforcement as well as its corrosion resistance. A Small Business Innovation Research (SBIR) program to develop a commercial method for production of porcelain-coated fibers was developed in 2015. Market potential of this technology with its steel/concrete bond improvements and corrosion protection suggests that it can compete with other fiber reinforcing systems, with improvements in performance, durability, and cost, especially as compared to smooth fibers incorporated into concrete slabs and beams. Preliminary testing in a Phase 1 SBIR investigation indicated that active ceramic coatings on small diameter wire significantly improved the bond between the wires and the concrete to the point that the wires achieved yield before pullout without affecting the strength of the wire. As part of an SBIR Phase 2 effort, the University of Louisville under contract for Ceramics, Composites and Coatings Inc., proposed an investigation to evaluate active enamel-coated steel fibers in typical concrete applications and in masonry grouts in both tension and compression. Evaluation of the effect of the incorporation of coated fibers into Ultra-High Performance Concrete (UHPC) was examined using flexural and compressive strength testing as well as through nanoindentation.

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