Proceedings of the 3rd International Conference on Green Building, Civil Engineering and Smart City (GBCESC 2024)

Effect of Varied Steam Curing Regimes on Mechanical Strength and Durability of Concrete

Authors
Chen Huang1, Hui Jiang1, Linghui Huang1, Xingpei Wu2, *
1Guangdong Nanyue Investment and Construction Co. LTD, Guangzhou, 510100, China
2School of Civil Engineering, Guangzhou University, Guangzhou, 510006, China
*Corresponding author. Email: xingpeiwu@qq.com
Corresponding Author
Xingpei Wu
Available Online 19 May 2025.
DOI
10.2991/978-94-6463-728-1_5How to use a DOI?
Keywords
Concrete Curing; Steam Curing; Mechanical properties; Durability; Pore Structure of Concrete
Abstract

To enhance the efficiency of bridge pre-cast construction, this study elucidates the benefits of steam curing by analyzing the effects of different curing regimes on the mechanical properties, durability and pore structure of concrete. The findings indicate that steam curing can markedly enhances the compressive strength and elastic modulus of concrete within the initial seven days, and maintains comparable long-term mechanical performance to that achieved through normal temperature curing. Additionally, concrete subjected to steam curing exhibits superior performance in terms of resistance to carbonation and chloride ion penetration, particularly in early ages. The resistance to carbonation and chloride ion penetration are improved significantly with prolonged constant temperature exposure and extended static resting times. Although steam curing may slightly degrade the pore structure to be slightly inferior to room temperature curing, appropriately extending the static resting times can effectively mitigate this effect. Practical applications in engineering demonstrate that selecting a steam curing regime with a constant temperature of 55℃ and an 8-hour static resting times allows the completion of prestressed tensioning 5 days ahead of schedule, thereby substantially enhancing construction efficiency.

Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title
Proceedings of the 3rd International Conference on Green Building, Civil Engineering and Smart City (GBCESC 2024)
Series
Advances in Engineering Research
Publication Date
19 May 2025
ISBN
978-94-6463-728-1
ISSN
2352-5401
DOI
10.2991/978-94-6463-728-1_5How to use a DOI?
Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

TY  - CONF
AU  - Chen Huang
AU  - Hui Jiang
AU  - Linghui Huang
AU  - Xingpei Wu
PY  - 2025
DA  - 2025/05/19
TI  - Effect of Varied Steam Curing Regimes on Mechanical Strength and Durability of Concrete
BT  - Proceedings of the 3rd International Conference on Green Building, Civil Engineering and Smart City (GBCESC 2024)
PB  - Atlantis Press
SP  - 37
EP  - 46
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-728-1_5
DO  - 10.2991/978-94-6463-728-1_5
ID  - Huang2025
ER  -