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Relevant bibliographies by topics / Early-age concrete

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Academic literature on the topic 'Early-age concrete'

Author: Grafiati

Published: 4 June 2021

Last updated: 14 February 2022

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Journal articles on the topic "Early-age concrete"

1

Schindler, Anton, Benjamin Byard, and Aravind Tankasala. "Mitigation of early-age cracking in concrete structures." MATEC Web of Conferences 284 (2019): 07005. http://dx.doi.org/10.1051/matecconf/201928407005.

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Early-age cracking can adversely affect the behavior and durability of concrete elements. This paper will cover means to mitigate early-age cracking in concrete bridge decks and mass concrete elements. The development of in-place stresses is affected by the shrinkage, coefficient of thermal expansion, setting characteristics, restraint conditions, stress relaxation, and temperature history of the hardening concrete. The tensile strength is impacted by the cementitious materials, the water-cementitious materials ratio, the aggregate type and gradation, the curing (internal/external) provided, a

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Chen, Bo, Jian Tong Ding, and Yue Bo Cai. "Influence of Aggregates on Cracking Resistance of Concrete at Early Age." Applied Mechanics and Materials 151 (January 2012): 474–79. http://dx.doi.org/10.4028/www.scientific.net/amm.151.474.

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In order to investigate influence of aggregates on cracking resistance of concrete at early age, four kinds of aggregates, i.e. syenite, basalt, marble and sandstone, were used for the test on cracking resistance of hydraulic concretes by the temperature stress testing machine. Analogy analysis was carried out with test results of concretes with two gradings of aggregates. The results show that aggregates affect elastic modulus, thermal expansion coefficients and tensile creep behavior of concrete at early age. However, the temperature rise of concrete was slightly affected by various types an

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Tichý, Jan, Pavel Kasal, Václav Lorenc, Petr Cikrle, and Dalibor Kocáb. "Measurement of Early-Age Strength of Concrete." Solid State Phenomena 309 (August 2020): 98–102. http://dx.doi.org/10.4028/www.scientific.net/ssp.309.98.

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Construction company Skanska a.s. is active in the field of reinforcement structures. Skanska finds measuring of early-age compressive strength very important because of removing of the formwork. This paper deals with three nondestructive methods for estimating compressive strength. Skanska started a collaboration with institute of building testing FAST VUT at the beginning of the year. Collaboration was focused on measuring of early-age strength of concrete with rebound hammer SilverSchmidt PC L. The paper includes the equation for calculation of compressive strength of C 30/37 XC4 from the r

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Kovler, Konstantin, David A. Lange, and Henrik Stang. "Early age concrete––properties and performance." Cement and Concrete Composites 26, no. 5 (2004): 413–15. http://dx.doi.org/10.1016/j.cemconcomp.2004.04.001.

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Jin, Hu. "Late-Age Properties of Concrete with Different Binders Cured under 45°C at Early Ages." Advances in Materials Science and Engineering 2017 (2017): 1–13. http://dx.doi.org/10.1155/2017/8425718.

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It is commonly accepted that high curing temperature (near 60°C or above) results in reduced mechanical properties and durability of concrete compared to normal curing temperature. The internal temperature of concrete structures at early ages is not so high as 60°C in many circumstances. In this paper, concretes were cured at 45°C at early ages and their late-age properties were studied. The concrete cured at 20°C was employed as the reference sample. Four different concretes were used: plain cement concrete, concrete containing fly ash, concrete containing ground granulate blast furnace slag

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Holt, Erika E., and Donald J. Janssen. "Influence of Early Age Volume Changes on Long-Term Concrete Shrinkage." Transportation Research Record: Journal of the Transportation Research Board 1610, no. 1 (1998): 28–32. http://dx.doi.org/10.3141/1610-05.

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Volume changes can occur in concrete during the first 24 hr and are generally missed in laboratory shrinkage evaluations. Unfortunately these early age volume changes are present in real pavements and structures and can contribute to the cracking behavior of the concrete at later ages. Early age volume changes can occur in two forms: drying shrinkage before the start of curing and autogenous volume changes. Although these early age volume changes are often dismissed as being insignificant, recent work in Europe has identified magnitudes for early age volume changes of some concretes that are e

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Bittermann, Thomas, and Kersten Latz. "Early-Age Concrete Cracking in Composite Bridges." IABSE Symposium Report 96, no. 7 (2009): 92–101. http://dx.doi.org/10.2749/222137809796078568.

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Bertagnoli, G., G. Mancini, and F. Tondolo. "Numerical modelling of early-age concrete hardening." Magazine of Concrete Research 61, no. 4 (2009): 299–307. http://dx.doi.org/10.1680/macr.2008.00071.

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Bertagnoli, Gabriele, Giuseppe Mancini, and Francesco Tondolo. "Early age cracking of massive concrete piers." Magazine of Concrete Research 63, no. 10 (2011): 723–36. http://dx.doi.org/10.1680/macr.2011.63.10.723.

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Baiburin, A. Kh. "Technology of the Early Age Concrete Loading." Procedia Engineering 150 (2016): 2157–62. http://dx.doi.org/10.1016/j.proeng.2016.07.257.

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Dissertations / Theses on the topic "Early-age concrete"

1

Meadows, Jason Lee. "Early-age cracking of mass concrete structures." Auburn, Ala., 2007. http://repo.lib.auburn.edu/2007%20Spring%20Theses/MEADOWS_JASON_53.pdf.

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Meadows, Jason Lee Schindler Anton K. "Early-age cracking of mass concrete structures." Auburn, Ala., 2007. http://repo.lib.auburn.edu/2007%20Spring%20Theses/MEADOWS_JASON_53.pdf.

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Holt, Erika E. "Early age autogenous shrinkage of concrete /." Thesis, Connect to this title online; UW restricted, 2001. http://hdl.handle.net/1773/10113.

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luo, Cheng Hong. "Early age thermal cracking of concrete." Thesis, University of Leeds, 1998. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.589517.

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Altoubat, Salah Ahmed. "Early age stresses and creep-shrinkage interaction of restrained concrete." Full text available online (restricted access), 2000. http://images.lib.monash.edu.au/ts/theses/Altoubat.pdf.

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Tajik, Nosratollah. "The early age thermal cracking in concrete structures." Thesis, University of Westminster, 2008. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.502220.

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Investigations on the assumptions, the limitations and the factors influencing the development of early age thermal cracking in concrete have been carried out for many decades, but there is a better understanding of these phenomena in the recent years. Review of the literature on the early age thermal cracking (EATC) of concrete structures has shown that this phenomenon is very important and has significant influence on the durability, serviceability and aesthetically aspects of concrete structures, however despite this its mechanisms are still not well understood. Furthermore, most efforts to

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Zhuang, Jianmin. "Evaluation of concrete mix designs to mitigate early-age shrinkage cracking in bridge decks." Pullman, Wash. : Washington State University, 2009. http://www.dissertations.wsu.edu/Thesis/Summer2009/j_zhuang_072709.pdf.

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Thesis (M.S. in civil engineering)--Washington State University, August 2009.<br>Title from PDF title page (viewed on Sept. 21, 2009). "Department of Civil and Environmental Engineering." Includes bibliographical references (p. 93-96).

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Ye, Gang. "Carbon dioxide uptake by concrete through early-age curing." Thesis, McGill University, 2003. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=19587.

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Due to the anthropogenic activities, the increasing carbon dioxide concentration in the atmosphere is disturbing the natural equilibrium of the greenhouse gas, and causes the global temperature rise. In 1990, the CO2 emission from fossil fuel fired power plants contributed 30% of global emissions. In the same year, the cement industry contributed about 5% of the total. According to Kyoto Protocol, a tremendous effort is required to reduce the carbon dioxide emission. One potential technology in CO2 mitigation responses is the use of concrete products as carbon sink through the early age fast c

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Schmidt, Markus Norbert. "Early age concrete curing based on capillary pressure measurement." Thesis, University of the West of Scotland, 2013. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.645202.

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Schell, Troy H. "Field observations of the early-age behavior of jointed plain concrete pavements." Morgantown, W. Va. : [West Virginia University Libraries], 2001. http://etd.wvu.edu/templates/showETD.cfm?recnum=1963.

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Thesis (M.S.)--West Virginia University, 2001.<br>Title from document title page. Document formatted into pages; contains xvi, 313 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 301-304).

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Books on the topic "Early-age concrete"

1

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

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Videla, Carlos. Early-age thermal cracking and bond in reinforced concrete. University of Birmingham, 1989.

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International Workshop on Control of Cracking in Early Age Concrete (2000 Sendai-shi, Miyagi-ken, Japan). Control of cracking in early age concrete: Proceedings of the International Workshop on Control of Cracking in Early Age Concrete, Sendai, Japan, 23-24 August 2000. A.A. Balkema, 2002.

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Ceylan, Halil. Impact of curling, warping, and other early-age behavior on concrete pavement smoothness: Early, frequent, and detailed (EFD) study. Center for Transportation Research and Education, Iowa State University, 2005.

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Bjøntegaard, Øyvind, Tor Arne Martius-Hammer, Matias Krauss, and Harald Budelmann. RILEM Technical Committee 195-DTD Recommendation for Test Methods for AD and TD of Early Age Concrete. Springer Netherlands, 2015. http://dx.doi.org/10.1007/978-94-017-9266-0.

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The influence of fly ash and early-age curing temperature on the durability and strength of high-performance concrete. National Library of Canada = Bibliothèque nationale du Canada, 1999.

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Harrison, T. A. Early-age Thermal Crack Control in Concrete. 2nd ed. Construction Industry Research and Information Ass, 1992.

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8

Robbins, Michael Edward. Predicting the early age temperature response of concrete using isothermal calorimetry. 2007.

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9

Sule, Maya. Effect of Reinforcement on Early-Age Cracking in High Strength Concrete. Delft Univ Pr, 2003.

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10

(Editor), H. Mihashi, and Folker H. Wittmann (Editor), eds. CONTROL OF CRACKING IN EARLY AGE CONCRETE: PROCEEDINGS OF AN INTERNATIONAL WORKSHOP, SENDAI, JAPAN 23-24 AUGUST 2000. Taylor & Francis, 2005.

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Book chapters on the topic "Early-age concrete"

1

Waller, Vincent, and Buqan Miao. "Concrete at an Early Age." In Mechanical Behavior of Concrete. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118557587.ch7.

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Soutsos, Marios, and Peter Domone. "Early-age properties of concrete." In Construction Materials. CRC Press, 2017. http://dx.doi.org/10.1201/9781315164595-22.

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Ulm, Franz-Josef, Jean-Michel Torrenti, Benoît Bissonette, and Jacques Marchand. "Modeling Concrete at an Early Age." In Mechanical Behavior of Concrete. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118557587.ch8.

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Stefan, L., F. Benboudjema, J. M. Torrenti, and B. Bissonnette. "Percolation and Early Age Behavior of Concrete." In Thermo-Hydromechanical and Chemical Coupling in Geomaterials and Applications. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118623565.ch62.

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Stefan, Lavinia, Farid Benboudjema, Jean Michel Torrenti, and Benoît Bissonette. "Modeling Concrete at Early Age Using Percolation." In Advanced Structured Materials. Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-05241-5_17.

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6

Huang, Xin Min, and Cheng Yong Yang. "Early-Age Concrete Cover Crack and Its Effects on Concrete Cover." In Environmental Ecology and Technology of Concrete. Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-983-0.630.

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Kumarapu, Kumar, M. Shashi, and K. Venkata Reddy. "Thermal Remote Sensing in Early Age Concrete Strength Estimation." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7067-0_4.

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Zhang, Yiming, and Yong Yuan. "Coupled Multi-Physical Fields Analysis of Early Age Concrete." In Computational Structural Engineering. Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-2822-8_112.

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Reinhardt, H. W. "Characterization of Fresh and Early Age Concrete Using NDT." In Nondestructive Testing of Materials and Structures. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-0723-8_59.

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Dabarera, Arosha, Liang Li, Jiahang Li, Vishvendra Singh Jamwal, Qifan Yang, and Vinh Dao. "Age-Adjusted Effective Elastic Modulus of High-Performance Concrete at Early Age." In RILEM Bookseries. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-72921-9_1.

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Conference papers on the topic "Early-age concrete"

1

Subramaniam, Kolluru V., John S. Popovics, and Surendra P. Shah. "Nondestructive Monitoring of Early Age Concrete." In Engineering Mechanics Conference 2000. American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40495(302)6.

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Benboudjema, F. "Early age behaviour of concrete nuclear containments." In 2nd International RILEM Symposium on Advances in Concrete through Science and Engineering. RILEM Publications, 2006. http://dx.doi.org/10.1617/2351580028.050.

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Löfgren, Ingemar. "Early age cracking of self-compacting concrete." In International RILEM Conference on Volume Changes of Hardening Concrete: Testing and Mitigation. RILEM Publications, 2006. http://dx.doi.org/10.1617/2351580052.027.

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Hermerschmidt, Wibke, and Harald Budelmann. "Creep of Early Age Concrete under Variable Stress." In 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479346.111.

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Berke, N. "Early age shrinkage and moisture loss of concrete." In International RILEM Symposium on Concrete Science and Engineering: A Tribute to Arnon Bentur. RILEM Publications SARL, 2004. http://dx.doi.org/10.1617/2912143586.021.

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Kassim, M. M. "Effects of revibration on early age retarded concrete." In HPSM2012. WIT Press, 2012. http://dx.doi.org/10.2495/hpsm120081.

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Beneš, Michal, and Radek Štefan. "Homogenization of transport processes in early age concrete." In CENTRAL EUROPEAN SYMPOSIUM ON THERMOPHYSICS 2019 (CEST). AIP Publishing, 2019. http://dx.doi.org/10.1063/1.5114495.

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Rhardane, A. "Numerical simulation of microcracking induced by drying shrinkage in early age cement pastes." In 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2019. http://dx.doi.org/10.21012/fc10.235657.

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Rifai, Farah, Aveline Darquennes, Farid Benboudjema, Bensoit Muzeau, and Lavinia Stefan. "Study of Shrinkage Restraint Effects at Early-Age in Alkali-Activated Slag Mortars." In 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2016. http://dx.doi.org/10.21012/fc9.240.

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Gasch, Tobias, Andreras Sjölander, Richard Malm, and Anders Ansell. "A coupled multi-physics model for creep, shrinkage and fracture of early-age concrete." In 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2016. http://dx.doi.org/10.21012/fc9.139.

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Reports on the topic "Early-age concrete"

1

Winters, James, and Charles W. Dolan. Concrete Breakout Capacity of Cast-in-Place Anchors in Early Age Concrete. Precast/Prestressed Concrete Institute, 2013. http://dx.doi.org/10.15554/pci.rr.conn-003.

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Baral, Aniruddha, Jeffery Roesler, and Junryu Fu. Early-age Properties of High-volume Fly Ash Concrete Mixes for Pavement: Volume 2. Illinois Center for Transportation, 2021. http://dx.doi.org/10.36501/0197-9191/21-031.

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High-volume fly ash concrete (HVFAC) is more cost-efficient, sustainable, and durable than conventional concrete. This report presents a state-of-the-art review of HVFAC properties and different fly ash characterization methods. The main challenges identified for HVFAC for pavements are its early-age properties such as air entrainment, setting time, and strength gain, which are the focus of this research. Five fly ash sources in Illinois have been repeatedly characterized through x-ray diffraction, x-ray fluorescence, and laser diffraction over time. The fly ash oxide compositions from the sam

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Issa, Mohsen. Effect of Early-Age Concrete Elastic Properties on Fatigue Damage in PCC Pavements Containing Fibers. Illinois Center for Transportation, 2017. http://dx.doi.org/10.36501/0197-9191/17-025.

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Su, Yeng-Fang, Guangshuai Han, and Na Lu. Determining the Optimal Traffic Opening Timing Through an In-Situ NDT Method for Concrete Early Age Properties. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317113.

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Baral, Aniruddha, Jeffrey Roesler, M. Ley, et al. High-volume Fly Ash Concrete for Pavements Findings: Volume 1. Illinois Center for Transportation, 2021. http://dx.doi.org/10.36501/0197-9191/21-030.

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High-volume fly ash concrete (HVFAC) has improved durability and sustainability properties at a lower cost than conventional concrete, but its early-age properties like strength gain, setting time, and air entrainment can present challenges for application to concrete pavements. This research report helps with the implementation of HVFAC for pavement applications by providing guidelines for HVFAC mix design, testing protocols, and new tools for better quality control of HVFAC properties. Calorimeter tests were performed to evaluate the effects of fly ash sources, cement–fly ash interactions, c

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Rahman, Mohammad, Ahmed Ibrahim, and Riyadh Hindi. Bridge Decks: Mitigation of Cracking and Increased Durability—Phase III. Illinois Center for Transportation, 2020. http://dx.doi.org/10.36501/0197-9191/20-022.

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Early-age cracking in concrete decks significantly reduces the service life of bridges. This report discusses the application of various concrete mixtures that include potential early mitigation ingredients. Large-scale (7 ft × 10 ft) experimental bridge prototypes with similar restraint conditions found in actual bridges were poured with different concrete mixtures to investigate mitigation techniques. Portland cement (control), expansive Type K cement, internally cured lightweight aggregate (LWA), shrinkage-reducing admixture (SRA), and gypsum mineral were investigated as mitigating ingredie

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