Relevant bibliographies by topics / Concrete - Effect of temperature on

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Academic literature on the topic 'Concrete - Effect of temperature on'

Author: Grafiati
Published: 4 June 2021
Last updated: 7 February 2022

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Journal articles on the topic "Concrete - Effect of temperature on"

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Ibrahim, Rahel Khalid. "The Effect of Elevated Temperature on the Lightweight Aggregate Concrete." Kurdistan Journal of Applied Research 2, no. 3 (August 27, 2017): 193–96. http://dx.doi.org/10.24017/science.2017.3.38.

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The use of lightweight concrete has become widely spread in concrete structures in the last years. Fire can be considered as a destructive hazard that attack concrete structures. In this research the effect of elevated temperature on lightweight aggregate concretes is studied. For this purpose, 81 cube shaped specimens were prepared from three different lightweight aggregate concrete mixes. After moist curing periods for 3, 7 and28 days, the specimens were subjected to ambient and elevated temperatures of 450⁰C and 650⁰C for 2hrs.The weight of the specimens before and after exposure to elevated temperatures was determined and the residual strength results for the specimens were compared. The results showed that, the elevated temperature induces a decrease in strength and significant weight losses in lightweight aggregate concrete.
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Turu'allo, Gidion. "Sustainable Development of Concrete Using GGBS: Effect of Curing Temperatures on the Strength Development of Concrete." Applied Mechanics and Materials 776 (July 2015): 3–8. http://dx.doi.org/10.4028/www.scientific.net/amm.776.3.

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The World Earth Summits in Rio de Janeiro, Brazil and Kyoto, Japan in 1992 and 1997 respectively, have made it clear that uncontrolled increased emission of greenhouse gases to the atmosphere is no longer environmentally and socially acceptable for sustainable development. The increase of cement production will affect the environmental preservation, natural conservation and increase the CO2emission, which is one of the primarily gases that contribute to the global warming. The use of ground granulated blast furnace slag (ggbs) to replace a part of Portland cement in concrete can reduce the CO2emission. It also can provide significant benefits to concrete properties, such as increase the workability and durability of concrete. The early strength of ggbs concretes that had been cured at standard curing temperature (20°C) were slower than that of concretes with Portland cement only, cured at the same temperature. However, there are some indications show that curing the ggbs concrete at elevated temperatures will significantly enhanced the early age strength of the concrete. The objectives of this research are to find out the effect of curing temperatures and levels replacement of Portland cement by ggbs on the strength development of concretes. The levels of ggbs to replace Portland cement were 0, 20, 35, 50 and 70%, while the curing temperatures were 20°C, 50°C and adiabatic curing. The concrete cubes were tested at ages: 6 and 12 hours, 1, 2, 4, 8, 16, 32, 64, 128, 256 and 365 days. The results showed that curing the ggbs concrete at temperatures higher than standard curing temperature, increased the strength development of the concrete at early ages.
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Belaoura, Mebarek, Dalila Chiheb, Mohamed Nadjib Oudjit, and Abderrahim Bali. "Temperature Effect on the Mechanical Properties of Very High Performance Concrete." International Journal of Engineering Research in Africa 34 (January 2018): 29–39. http://dx.doi.org/10.4028/www.scientific.net/jera.34.29.

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This study aims at a better understanding of the behaviour of very high performance concretes (VHPC) subjected to high temperatures. The temperature increase within the concrete originating from the hydratation exothermic reaction of cement is emphasized by the mass effect of the structures and can lead to thermal variations of around 50°C between the heart and the structures walls. These thermal considerations are not without consequence on durability and the physical and mechanical properties of very high performance concrete, such as the compressive strength. This work is an experimental research that shows the effects of temperature on the mechanical properties of very high performance concrete (VHPC) and compares them with those of conventional concrete and HPC. Test specimens in usual concrete, HPC and VHPC are made, preserved till maturity of the concrete, and then subjected to a heating-cooling cycle from room temperature to 500°C at heating rate 0.1°C/min. Mechanical tests on the hot concrete and cooling (air and water) were realized. The results show that the mechanical characteristics of VHPC (density, compressive strength, tensile strength and elastic modulus) decrease with increasing temperature, but their strength remains higher than that of conventional concrete.
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VefaAkpınar, Muhammet. "EFFECT OF GLASS BEAD AND ZEOLITE IN CONCRETE UNDER HIGH TEMPERATURE." International Journal of Research -GRANTHAALAYAH 4, no. 12 (December 31, 2016): 65–71. http://dx.doi.org/10.29121/granthaalayah.v4.i12.2016.2393.

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The paper presents the impact of high temperature on concrete with glass bead and zeolite in its mixture. It is desired to reduce the concrete surface temperature when it is exposed to high temperature. In this study, different range of proportions of glass beads (%10, %20, %30) and zeolite (%10, %30) were added into the C30/37 strength class concrete as a fine aggregate and Portland cement, respectively. Surface temperatures of concrete samples were measured when concrete was under about 3000°C flame for a short time. It was determined that, using glass bead and zeolite together in concrete reduces surface temperature significantly under high temperature. The study presented herein provides important results on regulating concrete mixture if there is any risk to be exposed to high temperature. The study presented herein provides important results on regulating concrete mixture if there is any risk to be exposed to high temperature. The main research question is “Is it possible to reduce surface temperature of concrete when it is exposed to very high temperature by using glass bead and zeolite in concrete mixture”. 10 different types of concrete mixtures were designed to study the effects of concrete and zeolite on compressive strength and surface temperatures of concrete. It was determined that using glass bead as a fine aggregate and zeolite, significantly affects concrete surface temperature and temperature differences of both sides when concrete is exposed to very high temperature. Using glass bead and zeolite in concrete for fire resistance hasn’t been searched before. In this study it was determined that it is possible to get lower surface temperatures by using glass bead and zeolite in concrete mixture. The ideal proportion was %20 for glass bead and %30 for zeolite in the mixture to obtain lowest surface temperatures and meet the compressive strength requirements. These types of mixtures can also be examined for concrete pavements to get lower temperature gradients in summer and obtain less thermal cracking on concrete road.
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Le, Quang X., Vinh TN Dao, Jose L. Torero, Cristian Maluk, and Luke Bisby. "Effects of temperature and temperature gradient on concrete performance at elevated temperatures." Advances in Structural Engineering 21, no. 8 (December 8, 2017): 1223–33. http://dx.doi.org/10.1177/1369433217746347.

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To assure adequate fire performance of concrete structures, appropriate knowledge of and models for performance of concrete at elevated temperatures are crucial yet currently lacking, prompting further research. This article first highlights the limitations of inconsistent thermal boundary conditions in conventional fire testing and of using constitutive models developed based on empirical data obtained through testing concrete under minimised temperature gradients in modelling of concrete structures with significant temperature gradients. On that basis, this article outlines key features of a new test setup using radiant panels to ensure well-defined and reproducible thermal and mechanical loadings on concrete specimens. The good repeatability, consistency and uniformity of the thermal boundary conditions are demonstrated using measurements of heat flux and in-depth temperature of test specimens. The initial collected data appear to indicate that the compressive strength and failure mode of test specimens are influenced by both temperature and temperature gradient. More research is thus required to further quantify such effect and also to effectively account for it in rational performance-based fire design and analysis of concrete structures. The new test setup reported in this article, which enables reliable thermal/mechanical loadings and deformation capturing of concrete surface at elevated temperatures using digital image correlation, would be highly beneficial for such further research.
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Zhu, Peng, and Xin Gang Zhou. "Effect of Curing Temperature on the Properties of Concrete at Early Age." Applied Mechanics and Materials 351-352 (August 2013): 1687–93. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.1687.

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Under the consideration of radiation, convection, and evaporative cooling, simulating the effect of different curing temperatures (5°C,10°C,15°C,20°C,25°C,30°C) on the performance of concrete at early age. The results showed that curing temperature affected the early age performance of concrete greatly. Higher curing temperature improves the peak temperature of concrete members, and contributes to the development of the strength of concrete at early age, but elevated curing temperature will lead to higher cracking potential classification of concrete at early age.
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Jiao, Yubo, Hanbing Liu, Xianqiang Wang, Yuwei Zhang, Guobao Luo, and Yafeng Gong. "Temperature Effect on Mechanical Properties and Damage Identification of Concrete Structure." Advances in Materials Science and Engineering 2014 (2014): 1–10. http://dx.doi.org/10.1155/2014/191360.

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Static and dynamic mechanical properties of concrete are affected by temperature effect in practice. Therefore, it is necessary to investigate the corresponding influence law and mechanism. This paper demonstrates the variation of mechanical properties of concrete at temperatures from −20°C to 60°C. Temperature effects on cube compressive strength, splitting tensile strength, prism compressive strength, modulus of elasticity, and frequency are conducted and discussed. The results indicate that static mechanical properties such as compressive strength (cube and prism), splitting tensile strength, and modulus of elasticity have highly linear negative correlation with temperature; this law is also applied to the first order frequency of concrete slab. The coupling effect of temperature and damage on change rate of frequency reveals that temperature effect cannot be ignored in damage identification of structure. Mechanism analysis shows that variation of elastic modulus of concrete caused by temperature is the primary reason for the change of frequency.
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Gupta, Vivek, and Gokulnath Venkadachalam. "A Review on Effect of Elevate Temperature on Properties of Self-Compacting Concrete Containing Steel Fiber, Glass Fiber and Polypropylene Fiber." International Journal of Research in Engineering, Science and Management 3, no. 10 (October 10, 2020): 9–15. http://dx.doi.org/10.47607/ijresm.2020.326.

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This paper presents an investigation into the efficiency of temperature-sensitive self-compacting concrete. Reviewing on self-compacted concrete, steel fibre, glass fibre, Polypropylene fibre. To this end, adding fibres (steel fibre, glass fibre, Polypropylene) content 1.2% for mixture of concrete material. When the cube samples were 28 days old. They have been heated to high temperatures. Each samples were heated to different temperatures for each concrete mixture (0ºC,100C, 200ºC). Then, Tests for weight loss and compressive strength were performed. The Observations of surface cracks were made after exposure to high temperatures. A significant loss of strength up to 30-40% for all concretes after 300ºC was observed, especially for concrete containing Polypropylene fibre, glass fibre, steel fibre. The fibres reduced the risk of explosive spalling and prevented it. Based on the results of the study, the output of fine aggregate concrete can be inferred.
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Yan, H. Q., and Q. Y. Wang. "Effect of Elevated Temperature on the Mechanical Behavior of Natural Aggregate Concrete." Key Engineering Materials 452-453 (November 2010): 841–44. http://dx.doi.org/10.4028/www.scientific.net/kem.452-453.841.

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Reinforced concrete construction is very common these days and extensively used both in industrial and commercial buildings. With the gradual rise in occurrences of fire accidents in recent years, a more thorough and quantitative understanding of the damage phenomenon in natural aggregate concrete structures is required. However, little research has been done to study natural aggregate concrete behavior under high temperatures. The mechanical behavior of concrete could actually be more complex under high temperature conditions than at room temperature, for instance. Restoration and reinforcement of the structures exposed to fire may have to be based on residual strength analysis and therefore require a correlation between temperature and mechanical properties. Thus, in order to meet the modern challenges of rapid engineering advances and societal development, further research on the concrete material and its structural behavior at high temperatures becomes extremely important. The present paper deals with investigations on the effect of high temperature exposure on the compressive strength of natural aggregate concrete. Experiments were conducted to study the compressive strength variations with increasing temperatures, up to 700 °C, and the subsequent cooling modes such as natural and spray cooling. Results show that the compressive strength gradually decreases with increasing temperatures.
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Dong, Shu Hui, De Cheng Feng, Shou Heng Jiang, and Wei Zhong Zhu. "Effect of Freezing Temperature on the Microstructure of Negative Temperature Concrete." Advanced Materials Research 663 (February 2013): 343–48. http://dx.doi.org/10.4028/www.scientific.net/amr.663.343.

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The pore size distribution and the microstructure of negative temperature concrete was studied with different temperature, combining with some testing methods, such as MIP and SEM. Moreover, the change of the compressive strength was also studied with different ages. In addition, the relationship between the microstructure and the macro-mechanical properties on negative temperature concrete was explored further with different freezing temperature. It indicated that the lower the early curing temperature, the looser the original structure of cement paste; the total volume of gel pore whose pore size was less than 20nm was decreasing apparently, and the compressive strength declined. When changing to standard curing, the pore size trended to be thinner, the compressive strength was increasing sharply. The concrete was cured from -5°C to standard curing, the volume of pore that was less than 200nm was equal to that of the concrete with the standard curing in the age of 28d, so was the compressive strength. However, the volume of the macro pore of the concrete curing under -10°C and -15°C was greater than the concrete curing the standard condition, the compressive strength was less.
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Dissertations / Theses on the topic "Concrete - Effect of temperature on"

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Downie, Brian. "Effect of moisture and temperature on the mechanical properties of concrete." Morgantown, W. Va. : [West Virginia University Libraries], 2005. https://eidr.wvu.edu/etd/documentdata.eTD?documentid=4240.

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Thesis (Ph. D.)--West Virginia University, 2005.
Title from document title page. Document formatted into pages; contains viii, 112 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 93-95).
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William, Gergis W. "Effect of temperature variations on premature cracking of dowel jointed concrete pavements." Morgantown, W. Va. : [West Virginia University Libraries], 2003. http://etd.wvu.edu/templates/showETD.cfm?recnum=3015.

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Thesis (Ph. D.)--West Virginia University, 2003.
Title from document title page. Document formatted into pages; contains viii, 139 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 123-139).
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廖智豪 and Chi-ho Timothy Liu. "Investigation of temperature distribution in highway bridges." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1985. http://hub.hku.hk/bib/B31207364.

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Ding, S., S. Dong, Ashraf F. Ashour, and B. Han. "Development of sensing concrete: principles, properties and its applications." AIP publishing, 2019. http://hdl.handle.net/10454/17523.

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Yes
Sensing concrete has the capability to sense its condition and environmental changes, including stress (or force), strain (or deformation), crack, damage, temperature and humidity through incorporating functional fillers. Sensing concrete has recently attracted major research interests, aiming to produce smart infrastructures with elegantly integrated health monitoring abilities. In addition to having highly improved mechanical properties, sensing concrete has multifunctional properties, such as improved ductility, durability, resistance to impact, and most importantly self-health monitoring due to its electrical conductivity capability, allowing damage detection without the need of an external grid of sensors. This tutorial will provide an overview of sensing concrete, with attentions to its principles, properties, and applications. It concludes with an outline of some future opportunities and challenges in the application of sensing concrete in construction industry.
National Science Foundation of China (51978127 and 51908103), the China Postdoctoral Science Fundation (2019M651116) and the Fundamental Research Funds for the Central Universities in China (DUT18GJ203).
National Science Foundation of China (NSFC) (Nos. 51978127 and 51908103), the China Postdoctoral Science Foundation (No. 2019M651116), and the Fundamental Research Funds for the Central Universities in China (No. DUT18GJ203).
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Rouhani, Siamak. "Temperature analyses of Concrete Frame Bridges with Finite Elements." Thesis, KTH, Bro- och stålbyggnad, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-145904.

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FE-modeling is a rapidly spreading method to analyze structures nowadays. With this theunderstanding of the outcome is of very high importance and potential inaccuracies areimportant to find so that faulty and over dimensioning of the structure does not occur whichleads to unnecessary costs. One of these inaccuracies is the unrealistic sectional forces that occurdue to thermal effects in the transversal direction for concrete frame bridges which leads to anexcessive amount much reinforcement in the structure than actually needed. This has beenstudied with several cases by using two approaches on how to apply the temperature in the framebridge, only in the superstructure and in the whole structure, but also by analyzing severalboundary conditions. By examining the results for the sectional forces and stresses one of thetemperature approaches could be disregarded because of the extreme values in the transitionbetween superstructure and support. But the other approach was much more useful because ofits better compliance with reality. With these results and by calculating the reinforcement neededfor the worst case, one model has been found to be the most favorable and can be used whenmodeling concrete frame bridges with acceptable outcome. The study resulted in a model whereone applies a varying temperature on the whole structure, with spring boundary conditions over asurface that represents the bottom slab.
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Benjamin, Sylvia Ella. "The effect of temperature on the pitting corrosion of Swedish Iron in OPC mortars." Thesis, University of Oxford, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.290331.

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Rojas, Edyson. "Uniform Temperature Predictions and Temperature Gradient Effects on I-Girder and Box Girder Concrete Bridges." DigitalCommons@USU, 2014. https://digitalcommons.usu.edu/etd/2193.

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In order to more accurately quantify the behavior and degradation of bridges throughout their service life, the Federal Highway Administration lunched the Long-Term Bridge Performance Program. As part of this program an I-girder, integral abutment bridge near Perry, Utah and a two span, box-girder bridge south of Sacramento, California were instrumented with foil strain gauges, velocity transducers, vibrating wire strain gauges, thermocouples, and tiltmeters. In this research study, data from the thermocouples was used to calculate average bridge temperature and compare it to the recommended design criteria in accordance to the 2010 LRFD Bridge Design Specifications of the American Association of State Highway and Transportation Officials (AASHTO). The design maximum average bridge temperature defined in the 2010 LRFD Bridge Design Specifications was exceeded for both bridges. The accuracy of the 1991 Kuppa Method and the 1976 Black and Emerson Method to estimate the average bridge temperature based on ambient temperature was studied and a new method that was found to be more accurate was proposed. Long-term predictions of average bridge temperature for both bridges were calculated. Temperature gradients were measured and compared to the 2010 AASHTO LRFD Bridge Design Specifications and the 1978 Priestley Method. Calculated flexural stresses as a function of maximum positive and negative temperature gradients were found to exceed the service limit state established in the 2010 AASHTO LRFD Bridge Design Specifications in the case of the California bridge.
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Goldsberry, Benjamin M. "Thermal effect curling of concrete pavements on U.S. 23 test road (DEL 23-17.28." Ohio : Ohio University, 1998. http://www.ohiolink.edu/etd/view.cgi?ohiou1176832475.

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McDonald, Hazel A. "Monitoring, interpreting and predicting temperature effects in concrete box girder bridges." Thesis, University of Strathclyde, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.248559.

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Pati, Ardeep Ranjan. "Effects of Rebar Temperature and Water to Cement Ratio on Rebar-Concrete Bond Strength of Concrete Containing Fly Ash." Thesis, University of North Texas, 2010. https://digital.library.unt.edu/ark:/67531/metadc28460/.

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This research presents the results on an experimental investigation to identify the effects of rebar temperature, fly ash and water to cement ratio on concrete porosity in continuously reinforced concrete pavements (CRCP). Samples were cast and analyzed using pullout tests. Water to cement ratio (w/c) and rebar temperature had a significant influence on the rebar-concrete bond strength. The 28-day shear strength measurements showed an increase in rebar-concrete bond strength as the water to cement ratio (w/c) was reduced from 0.50 to 0.40 for both fly ash containing and non fly ash control samples. There was a reduction in the peak pullout load as the rebar surface temperature increased from 77o F to 150o F for the cast samples. A heated rebar experiment was performed simulating a rebar exposed to hot summer days and the rebar cooling curves were plotted for the rebar temperatures of 180o F - 120o F. Fourier transform infrared spectroscopy was performed to show the moisture content of cement samples at the rebar-concrete interface. Mercury intrusion porosimetry test results on one batch of samples were used for pore size distribution analysis. An in-depth analysis of the morphological characteristics of the rebar-concrete interface and the observation of pores using the scanning electron microscope (SEM) was done.
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Books on the topic "Concrete - Effect of temperature on"

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Naik, TR, ed. Temperature Effects on Concrete. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 1985. http://dx.doi.org/10.1520/stp858-eb.

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Korhonen, C. J. Freezing temperature protection admixture for Portland cement concrete. [Hanover, N.H.]: U.S. Army Cold Regions Research and Engineering Laboratory, 1996.

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Stark, David C. Effect of length of freezing period on durability of concrete. Skokie, Ill: Portland Cement Association, 1989.

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Stark, David C. Effect of vibration on the air-void system and freeze-thaw durability of concrete. Skokie,Ill: Portland Cement Association, 1986.

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Feldrappe, Volkert. Zum Frostwiderstand gefügedichter Betone mit geringen Wasserzementwerten / Volkert Feldrappe. Düsseldorf: Verlag Bau + Technik, 2007.

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Kikō, Genshiryoku Anzen Kiban. Konkurīto kyasuku tantainetsu ryūdō kaiseki shuhō no kentō ni kansuru hōkokusho. [Tokyo]: Genshiryoku Anzen Kiban Kikō, 2005.

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Mohseni, Alaeddin. LTPP seasonal asphalt concrete (AC) pavement temperature models. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.

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Mohseni, Alaeddin. LTPP seasonal asphalt concrete (AC) pavement temperature models. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.

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Construction Industry Research and Information Association., ed. Early-age thermal crack control in concrete. London: CIRIA, 2007.

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Concrete construction in hot weather. London: T. Telford, 1986.

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Book chapters on the topic "Concrete - Effect of temperature on"

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Peng, Gai Fei, Sammy Yin Nin Chan, Qi Ming Song, and Quan Xin Yi. "Effect of High Temperature on Concrete: A Literature Review." In Environmental Ecology and Technology of Concrete, 138–49. Stafa: Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-983-0.138.

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Chen, Cheng Hsin, Shaing Hai Yeh, Ran Huang, Chien Hung Chen, and An Cheng. "Effect of Soaking Time and Polymerization Temperature on Polymer Concrete." In Environmental Ecology and Technology of Concrete, 339–46. Stafa: Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-983-0.339.

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Bažant, Zdeněk P., and Milan Jirásek. "Temperature Effect on Water Diffusion, Hydration Rate, Creep and Shrinkage." In Creep and Hygrothermal Effects in Concrete Structures, 607–86. Dordrecht: Springer Netherlands, 2018. http://dx.doi.org/10.1007/978-94-024-1138-6_13.

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Ayyar, R. Subrahmonia, and Suresh N. Joshi. "Effect of Temperature on the Creep Behaviour of Polymer Mortars." In Adhesion between polymers and concrete / Adhésion entre polymères et béton, 75–84. Boston, MA: Springer US, 1986. http://dx.doi.org/10.1007/978-1-4899-3454-3_8.

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Manwatkar, Mohit, and P. Y. Pawade. "Effects of Temperature Curing on Concrete with Silica." In Smart Technologies for Energy, Environment and Sustainable Development, 347–56. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6148-7_35.

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Bažant, Zdeněk P., and Milan Jirásek. "Microprestress-Solidification Theory and Creep at Variable Humidity and Temperature." In Creep and Hygrothermal Effects in Concrete Structures, 455–98. Dordrecht: Springer Netherlands, 2018. http://dx.doi.org/10.1007/978-94-024-1138-6_10.

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Bourchy, Agathe, Laury Barnes, Laetitia Bessette, and Jean Michel Torrenti. "Effect of the Cement Composition on the Temperature and Strength Rising at Early Age." In High Tech Concrete: Where Technology and Engineering Meet, 100–108. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_13.

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Guruprasad, Y. K. "Effect of Size and Shape of Concrete Column Elements Exposed to High Temperature." In Lecture Notes in Civil Engineering, 929–37. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-55115-5_83.

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Helal, M. A., and Kh M. Heiza. "Effect of Fire and High Temperature on the Properties of Self Compacted Concrete." In Advances in FRP Composites in Civil Engineering, 433–39. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_94.

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Imani, Fatemeh Sedigh, An Chen, Julio F. Davalos, and Indrajit Ray. "Temperature and Water-Immersion Effect on Mode II Fracture Behavior of CFRP-Concrete Interface." In Advances in FRP Composites in Civil Engineering, 557–61. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_121.

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Conference papers on the topic "Concrete - Effect of temperature on"

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Li, Maotong, Chuanxiao Liu, Huaqing Yang, Yuanchao Zhou, and Jiashu Liang. "Study on Temperature Effect of Concrete Mechanical Properties." In 9th China-Russia Symposium “Coal in the 21st Century: Mining, Intelligent Equipment and Environment Protection". Paris, France: Atlantis Press, 2018. http://dx.doi.org/10.2991/coal-18.2018.45.

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Liang, Zongbao, Jie Zhang, Jianqiu Cao, and Jianting Zhou. "Separating temperature effect from state monitoring of concrete bridges." In SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring, edited by Tribikram Kundu. SPIE, 2009. http://dx.doi.org/10.1117/12.817848.

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Naus, D. J., and H. L. Graves. "A Review of the Effects of Elevated Temperature on Concrete Materials and Structures." In 14th International Conference on Nuclear Engineering. ASMEDC, 2006. http://dx.doi.org/10.1115/icone14-89631.

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Concrete’s properties are more complex than those of most materials because not only is concrete a composite material whose constituents have different properties, but its properties depend upon moisture and porosity. Exposure of concrete to elevated temperature affects its mechanical and physical properties. Elements could distort and displace, and, under certain conditions, the concrete surfaces could spall due to the buildup of steam pressure. Because thermally-induced dimensional changes, loss of structural integrity, and release of moisture and gases resulting from the migration of free water could adversely affect plant operations and safety, a complete understanding of the behavior of concrete under long-term elevated-temperature exposure as well as both during and after a thermal excursion resulting from a postulated design-basis accident condition is essential for reliable design evaluations and assessments of nuclear power plant structures. As the properties of concrete change with respect to time and the environment to which it is exposed, an assessment of the effects of concrete aging is also important in performing safety evaluations. The effects of elevated temperature on Portland cement concretes and constituent materials are summarized, design codes and standards identified, and considerations for elevated temperature service noted.
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García Hernández, Maria Inmaculada, and Abbas Shahri. "Effect in the high modulus asphalt concrete with the temperature." In 6th Eurasphalt & Eurobitume Congress. Czech Technical University in Prague, 2016. http://dx.doi.org/10.14311/ee.2016.046.

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Wang, Gongtao, and Lei Wang. "Study on the temperature effect of concrete continuous beam bridge." In Smart Structures and NDE for Industry 4.0, Smart Cities, and Energy Systems, edited by Kerrie Gath and Norbert G. Meyendorf. SPIE, 2020. http://dx.doi.org/10.1117/12.2557658.

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Maltais, Alexandre. "Effect of temperature and concrete resistivity on the corrosion rate of steel in unsaturated concrete." In 2nd International RILEM Symposium on Advances in Concrete through Science and Engineering. RILEM Publications, 2006. http://dx.doi.org/10.1617/2351580028.034.

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Sujjavanich, Suvimol, and Sawasdichai Jermtaisong. "Effect of Fly Ash on Datum Temperature for Concrete Strength Prediction." In Research, Development and Practice in Structural Engineering and Construction. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-08-7920-4_c-13-0190.

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Liu, Chengyin, and John T. DeWolf. "Effect of temperature on modal variability for a curved concrete bridge." In Smart Structures and Materials, edited by Masayoshi Tomizuka, Chung-Bang Yun, and Victor Giurgiutiu. SPIE, 2006. http://dx.doi.org/10.1117/12.655811.

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"Effect of type of aggregate, temperature and drying/rewetting on chloride binding and pore solution composition." In RILEM International Workshop on Chloride Penetration into Concrete. RILEM Publications SARL, 1997. http://dx.doi.org/10.1617/2912143454.004.

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Lacarriere, L. "Phenomenological modelling of impact of temperature on sorption isotherms and induced effects on tensile strength." In 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2019. http://dx.doi.org/10.21012/fc10.235557.

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Reports on the topic "Concrete - Effect of temperature on"

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Grant, P. R., R. S. Gruber, and C. Van Katwijk. Elevated temperature effects on concrete properties. Office of Scientific and Technical Information (OSTI), August 1993. http://dx.doi.org/10.2172/10186573.

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Naus, Dan J. The Effect of Elevated Temperature on Concrete Materials and Structures - a Literature Review. Office of Scientific and Technical Information (OSTI), March 2006. http://dx.doi.org/10.2172/974590.

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D. L. Fillmore. Literature Review of the Effects of Radiation and Temperature on the Aging of Concrete. Office of Scientific and Technical Information (OSTI), September 2004. http://dx.doi.org/10.2172/910954.

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Varma, Amit H., Jan Olek, Christopher S. Williams, Tzu-Chun Tseng, Dan Huang, and Tom Bradt. Post-Fire Assessment of Prestressed Concrete Bridges in Indiana. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317290.

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This project focused on evaluating the effects of fire-induced damage on concrete bridge elements, including prestressed concrete bridge girders. A series of controlled heating experiments, pool fire tests, material tests, and structural loading tests were conducted. Experimental results indicate that the portion of concrete subjected to temperatures higher than 400°C loses significant amounts of calcium hydroxide (CH). Decomposition of CH increases porosity and causes significant cracking. The portion of concrete exposed to temperatures higher than 400°C should be repaired or replaced. When subjected to ISO-834 standard fire heating, approximately 0.25 in. and 0.75 in. of concrete from the exposed surface are damaged after 40 minutes and 80 minutes of heating, respectively. Prestressed concrete girders exposed to about 50 minutes of hydrocarbon fire undergo superficial concrete material damage with loss of CH and extensive cracking and spalling extending to the depth of 0.75–1.0 in. from the exposed surface. These girders do not undergo significant reduction in flexural strength or shear strength. The reduction in the initial stiffness may be notable due to concrete cracking and spalling. Bridge inspectors can use these findings to infer the extent of material and structural damage to prestressed concrete bridge girders in the event of a fire and develop a post-fire assessment plan.
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Wellman, Dawn M., Chase C. Bovaird, Shas V. Mattigod, Kent E. Parker, Ruby M. Ermi, and Marcus I. Wood. Effect of Concrete Wasteform Properties on Radionuclide Migration. Office of Scientific and Technical Information (OSTI), September 2008. http://dx.doi.org/10.2172/940230.

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Korhonen, Charles J. Expedient Low-Temperature Concrete Admixtures for the Army. Fort Belvoir, VA: Defense Technical Information Center, November 1999. http://dx.doi.org/10.21236/ada375241.

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Mattigod, Shas V., Chase C. Bovaird, Dawn M. Wellman, De'Chauna J. Skinner, Elsa A. Cordova, and Marcus I. Wood. Effect of Concrete Waste Form Properties on Radionuclide Migration. Office of Scientific and Technical Information (OSTI), September 2009. http://dx.doi.org/10.2172/1033091.

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Korhonen, Charles, Brian Charest, and Kurt Romisch. Developing New Low-Temperature Admixtures for Concrete. A Field Evaluation. Fort Belvoir, VA: Defense Technical Information Center, April 1997. http://dx.doi.org/10.21236/ada325475.

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Sawatzky, H., I. Clelland, and J. Houde. Effect of topping temperature on Cold Lake asphalt's susceptibility to temperature. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1991. http://dx.doi.org/10.4095/304486.

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Cheng, Juei-Teng, and Lowell E. Wenger. Josephson Effect Research in High-Temperature Superconductors. Fort Belvoir, VA: Defense Technical Information Center, August 1988. http://dx.doi.org/10.21236/ada201483.

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