Journal
MAGAZINE OF CONCRETE RESEARCH
Volume 71, Issue 22, Pages 1151-1166Publisher
ICE PUBLISHING
DOI: 10.1680/jmacr.18.00068
Keywords
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Funding
- National Natural Science Foundation of China [51578215]
- Qing Lan Project of Jiangsu Province
- Fundamental Research Funds for Central Universities [2017B12614, 2017B41114]
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The decrease of internal relative humidity (IRH) in early-age concrete induces autogenous shrinkage. Autogenous shrinkage usually increases the risk of cracking if the concrete is restrained from shrinking freely at an early age. Predicting autogenous shrinkage of early-age concrete requires knowledge of IRH. Therefore, investigation of IRH is fundamental to evaluate cracking resistance. Although investigations of IRH in hardened concrete have been conducted, a prediction model for IRH in early-age concrete that considers the water/cement ratio (w/c) is still lacking. Therefore, experimental studies and analysis of IRH in early-age concrete with different values of w/c were conducted. Results showed that: (i) the IRH in concrete at 28 d after casting increased with increasing w/c under sealed and unsealed conditions; (ii) the average rate of IRH decrease in early-age concrete decreased with increasing w/c; (iii) the critical time of IRH (the length of the water-vapour saturated stage with 100% IRH) in early-age concrete increased with increasing w/c. Models for early-age IRH are proposed in consideration of w/c, critical time and age of concrete under sealed and unsealed conditions.
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