Early Mechanical and Microstructure Evolution Characteristics of Concrete in Steam Curing Condition
In order to study the effect of steam curing on early mechanical properties of concrete, the strength, dynamic elastic modulus, and microstructure characteristics of concrete under different curing methods were tested. The results show that the early strength growth rate of steam curing concrete is...
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Published in | Geofluids Vol. 2023; pp. 1 - 8 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
Chichester
Hindawi
04.10.2023
John Wiley & Sons, Inc Wiley |
Subjects | |
Online Access | Get full text |
ISSN | 1468-8115 1468-8123 |
DOI | 10.1155/2023/9699684 |
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Abstract | In order to study the effect of steam curing on early mechanical properties of concrete, the strength, dynamic elastic modulus, and microstructure characteristics of concrete under different curing methods were tested. The results show that the early strength growth rate of steam curing concrete is obviously higher than that of standard curing. The strength development of concrete during steam curing can be divided into three stages. Stage I and stage II (0 h-30 h) are critical periods for concrete strength growth. The dynamic elastic modulus of steam-curing concrete is mainly formed in the early stage and shows a linear rapid growth characteristic. The growth rate of the dynamic elastic modulus of concrete under standard curing condition is relatively slow, but in the later curing period (30 h-48 h), the growth rate of dynamic elastic modulus of concrete is significantly higher than that of steam curing concrete. Steam curing can accelerate the production of cement hydration products which rapidly increases the early strength of concrete. Under the standard curing condition, the hydration product structure of concrete is more compact, which is conducive to the growth of dynamic elastic modulus in a later period. This study provides a theoretical reference for the application of steam curing in engineering, which is important to ensure the production efficiency and quality of concrete in engineering. |
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AbstractList | In order to study the effect of steam curing on early mechanical properties of concrete, the strength, dynamic elastic modulus, and microstructure characteristics of concrete under different curing methods were tested. The results show that the early strength growth rate of steam curing concrete is obviously higher than that of standard curing. The strength development of concrete during steam curing can be divided into three stages. Stage I and stage II (0 h-30 h) are critical periods for concrete strength growth. The dynamic elastic modulus of steam-curing concrete is mainly formed in the early stage and shows a linear rapid growth characteristic. The growth rate of the dynamic elastic modulus of concrete under standard curing condition is relatively slow, but in the later curing period (30 h-48 h), the growth rate of dynamic elastic modulus of concrete is significantly higher than that of steam curing concrete. Steam curing can accelerate the production of cement hydration products which rapidly increases the early strength of concrete. Under the standard curing condition, the hydration product structure of concrete is more compact, which is conducive to the growth of dynamic elastic modulus in a later period. This study provides a theoretical reference for the application of steam curing in engineering, which is important to ensure the production efficiency and quality of concrete in engineering. In order to study the effect of steam curing on early mechanical properties of concrete, the strength, dynamic elastic modulus, and microstructure characteristics of concrete under different curing methods were tested. The results show that the early strength growth rate of steam curing concrete is obviously higher than that of standard curing. The strength development of concrete during steam curing can be divided into three stages. Stage I and stage II (0h-30h) are critical periods for concrete strength growth. The dynamic elastic modulus of steam-curing concrete is mainly formed in the early stage and shows a linear rapid growth characteristic. The growth rate of the dynamic elastic modulus of concrete under standard curing condition is relatively slow, but in the later curing period (30h-48h), the growth rate of dynamic elastic modulus of concrete is significantly higher than that of steam curing concrete. Steam curing can accelerate the production of cement hydration products which rapidly increases the early strength of concrete. Under the standard curing condition, the hydration product structure of concrete is more compact, which is conducive to the growth of dynamic elastic modulus in a later period. This study provides a theoretical reference for the application of steam curing in engineering, which is important to ensure the production efficiency and quality of concrete in engineering. |
Audience | Academic |
Author | Liao, Shengrong Cui, Yuhao Xiao, Chunming Xue, Yan |
Author_xml | – sequence: 1 givenname: Shengrong surname: Liao fullname: Liao, Shengrong organization: Road and Bridge International Co.Ltd.Beijing 101100China – sequence: 2 givenname: Chunming surname: Xiao fullname: Xiao, Chunming organization: Road and Bridge International Co.Ltd.Beijing 101100China – sequence: 3 givenname: Yuhao orcidid: 0009-0002-7372-5240 surname: Cui fullname: Cui, Yuhao organization: International Joint Research Laboratory of Henan Province for Underground Space Development and Disaster PreventionSchool of Civil EngineeringHenan Polytechnic UniversityJiaozuo 454000HenanChinahpu.edu.cn – sequence: 4 givenname: Yan surname: Xue fullname: Xue, Yan organization: Huanghe Jiaotong UniversityJiaozuo454000 HenanChina |
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Cites_doi | 10.1016/j.conbuildmat.2012.11.117 10.1016/j.clema.2022.100042 10.1016/j.conbuildmat.2014.07.093 10.1016/0008-8846(90)90055-3 10.1016/j.conbuildmat.2018.01.045 10.3390/ma12142291 10.1016/j.msea.2011.08.009 10.1155/2017/9863219 10.1016/j.conbuildmat.2017.03.225 10.3390/w15193442 10.1016/j.cemconres.2013.06.008 10.1016/j.conbuildmat.2020.119104 10.1016/j.cemconres.2009.09.017 10.1007/s13369-015-1952-y 10.4028/www.scientific.net/KEM.841.9 10.1016/0008-8846(91)90044-I 10.1016/S0008-8846(01)00471-9 10.1680/macr.11.00164 10.1016/j.cemconres.2017.02.008 10.1155/2023/3790998 |
ContentType | Journal Article |
Copyright | Copyright © 2023 Shengrong Liao et al. COPYRIGHT 2023 John Wiley & Sons, Inc. Copyright © 2023 Shengrong Liao et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. https://creativecommons.org/licenses/by/4.0 |
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References | 11 12 13 14 15 16 17 18 19 L. Wang (21) 2023; 15 1 2 3 5 6 7 8 9 L. C. Wang (20) 2023; 11, article 1249617 T. Suwan (4) 2020; 4874 10 |
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SubjectTerms | Cement hydration Concrete Concrete mixing Concrete properties Curing Curing (processing) Engineering Growth rate Hydration Mechanical properties Medical research Medicine, Experimental Methods Microstructure Polymerization Steam curing Storage modulus Strength Tensile strength |
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Title | Early Mechanical and Microstructure Evolution Characteristics of Concrete in Steam Curing Condition |
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