Three-dimensional non-linear analysis of reinforced concrete members in fire

被引：25

作者：

Zha, XX ^{[1
]}

机构：

[1] Huazhong Univ Sci & Technol, Sch Civil Engn, Wuhan 430074, Peoples R China

来源：

BUILDING AND ENVIRONMENT | 2003年 / 38卷 / 02期

关键词：

reinforced concrete; fire resistance; non-linear FEA;

D O I：

10.1016/S0360-1323(02)00059-8

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this paper the behaviours of reinforced concrete members such as columns and beams subjected to a fire are investigated by three-dimensional non-linear finite elements. The temperature distribution in the section of concrete member is calculated by Hertz's simplified method, which is then input into the FE program for doing the time-dependent thermal stress analysis. The influence of main parameters on the behaviour of concrete members subjected to a fire is analysed. The procedure has been found good to predict the fire resistance and performance of concrete members. (C) 2002 Elsevier Science Ltd. All rights reserved.

引用

页码：297 / 307

页数：11

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