期刊
CEMENT AND CONCRETE RESEARCH
卷 115, 期 -, 页码 433-444出版社
PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.cemconres.2018.09.013
关键词
Concrete; Early age; Curing condition; Curing factor; Triaxial behavior, modelling
资金
- National Natural Science Foundation of China [51579088, 51779087]
- Natural Science Foundation of Jiangsu Province-China [BK20161507, BK20150037, BK20150811]
- Fundamental Research Funds for the Central Universities [2018B17114, 2018B41414]
Considering the triaxial behavior of concrete is highly related to its hydration process with curing temperature and time, the triaxial mechanical behavior of early age concrete under different curing conditions is investigated. Uniaxial/triaxial compression tests of a C30 concrete cured at representative temperature and time are performed while its pore characteristic is determined. Based on experimental analysis, a curing factor indicative of the effect of curing conditions is proposed and discussed by empirical functions. It is found that the uniaxial/triaxial failure strength and elastic modulus increase with curing factor, but the deformation decreases slightly. The pore structures evolve with curing factor. Furthermore, the influence of curing factor on the strength decreases with the confining pressure. Finally, a hydration dependent modelling is proposed by introducing curing factor. Numerical simulations show that the proposed modelling can well predict the triaxial mechanical behavior of early age concrete under different curing conditions.
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