Experimental study of micro/macro crack development and stress-strain relations of cement-based composite materials at elevated temperatures

被引:141
|
作者
Fu, YF
Wong, YL [1 ]
Poon, CS
Tang, CA
Lin, P
机构
[1] Hong Kong Polytech Univ, Dept Civil & Struct Engn, Kowloon, Hong Kong, Peoples R China
[2] Northeastern Univ, CRISR, Shenyang 110006, Liaoning, Peoples R China
[3] Tsing Hua Univ, Dept Hydraul & Hydroelect Engn, Beijing 100083, Peoples R China
关键词
temperature; crack; stress-strain relation; decomposition; SEM;
D O I
10.1016/j.cemconres.2003.08.029
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents the results of observations of scanning electron microscope (SEM) micro/macro crack development and simultaneous measurements of temperature-dependent stress-strain relations of hardened cement pastes (HCP) and mortar under a steady thermal state (up to 500 degreesC) and a displacement-controlled loading process. The experimental results showed that the thermal damage of HCP was not only due to the recognized decomposition of the hydration products but also to the formation of dehydration-induced microcracks. These damage mechanisms, together with three other types of macrocracks arisen from the mismatch of expansion/shrinkage between the phase materials (HCP and aggregates) contributed to the thermal damage of the mortar. By comparing the evolution of the stress-strain curves for the HCP and the companion mortar specimens, the effects of the damage mechanisms could be separately quantified. In this study, the thermal damage of the mortar specimens was largely caused by the thermal mismatch mechanism. (C) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:789 / 797
页数:9
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