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混凝土高温试验及高温后抗压残余强度研究
引用本文:逄靖华,陆洲导,袁廷朋,王军峰. 混凝土高温试验及高温后抗压残余强度研究[J]. 四川建筑科学研究, 2007, 33(3): 71-73,78
作者姓名:逄靖华  陆洲导  袁廷朋  王军峰
作者单位:同济大学结构工程与防灾研究所,上海200092;同济大学结构工程与防灾研究所,上海200092;同济大学结构工程与防灾研究所,上海200092;同济大学结构工程与防灾研究所,上海200092
摘    要:介绍混凝土高温试验过程和试验现象。对高温后混凝土的抗压强度进行了力学性能测试,得到高温后混凝土试块的抗压残余强度。综合4种高温后混凝土抗压残余强度公式,通过曲线图形与本试验结果进行对照比较,找出一致性较优公式。

关 键 词:钙质混凝土  高温后  力学性能  抗压残余强度  一致性
文章编号:1008-1933(2007)03-0071-03
修稿时间:2006-03-15

Test of concrete under high temperature and the study of residual compressive strength after high temperature
PANG Jinghua,LU Zhoudao,YUAN Tingpeng,WANG Junfeng. Test of concrete under high temperature and the study of residual compressive strength after high temperature[J]. Building Science Research of Sichuan, 2007, 33(3): 71-73,78
Authors:PANG Jinghua  LU Zhoudao  YUAN Tingpeng  WANG Junfeng
Affiliation:Research Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai 200092,China
Abstract:The test of concrete under high temperature and the test phenomenon is introduced. Based on the test of mechanical behavior of concrete subjected to fire, the residual compressive strength of concrete after high temperature is obtained. 4 kind of formula for the residual compressive strength of concrete after high temperature are synthesized and compared with the result from the experiment, the comparative coherent formula is found.
Keywords:concrete    high temperature    mechanical behavior   residual compressive strength    coherent
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