Behaviour of high- and normal-strength concrete at early ages

被引:7
|
作者
Jin, X [1 ]
Shen, Y
Li, Z
机构
[1] Zhejiang Univ, Dept Civil Engn, Hangzhou 310027, Peoples R China
[2] Hong Kong Univ Sci & Technol, Dept Civil Engn, Hong Kong, Hong Kong, Peoples R China
关键词
D O I
10.1680/macr.2005.57.6.339
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents the results of experimental investigations on the behaviour of both high (HSC) and normal strength (NSC) concrete at early ages. The mechanical experiments included compression test, splitting tension, and fracture test. The tests were conducted at ages of 12 h, 1, 2, 3, 7 and 28 days. In addition to various strengths, the complete stress-strain curves of concretes under uniaxial compression at different ages were obtained by utilising the circumferential control method. It was found that the strength development rate of HSC was sharper than that of NSC at early ages. To investigate the microstructure development of concrete at early ages, mercury intrusion porosimetry (MIP) was used to examine the pore size and accumulated pore volume for both HSC and NSC at ages of 12 h, 1, 3 and 28 days. The results showed that the porosity decreased with the progress of hydration. Accordingly, the strengths of both HSC and NSC increased as the result of progress of microstructure development.
引用
收藏
页码:339 / 345
页数:7
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