Thermal induced stress and associated crackin in cement-based composite at elevated temperatures - Part II: thermal cracking around multiple inclusions

被引:70
作者
Fu, YF
Wong, YL [1 ]
Tang, CA
Poon, CS
机构
[1] Hong Kong Polytech Univ, Dept Civil & Struct Engn, Hong Kong, Hong Kong, Peoples R China
[2] NE Univ Technol, Lab Numer Test Mat Failure, Shenyang 110006, Peoples R China
基金
中国国家自然科学基金;
关键词
thermal stress; thermal induced cracking; irregular inclusion; numerical simulation; heterogeneity;
D O I
10.1016/S0958-9465(03)00087-8
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A 2-D mesoscopic thermoelastic damage model is developed and used to study the thermal stress field and associated fracture in a cement-based composite with multiple circular or irregular inclusions subjected to elevated temperatures. It is found that the thermal stress field and the associated cracking are dominated by (i) the thermal mismatch between the matrix and the inclusions, (ii) the arrangement of the inclusions, and (iii) the heterogeneity and the shape of the inclusions. Thermal radical cracks firstly occur between two adjacent inclusions, which have the shortest distance apart or sharp corners when the coefficient of thermal expansion of the inclusions is greater than that of the matrix. The propagation of radical cracks in the matrix will be terminated by the presence of an inclusion with higher strength at the crack tip. The numerical findings are also used to discuss the thermal cracking histories of concretes with different aggregate grading arrangements, (C) 2003 Elsevier Ltd. All rights reserved.
引用
收藏
页码:113 / 126
页数:14
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