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高温下压型钢板-混凝土粘结强度的试验
引用本文:蒋首超,李国强,李明菲.高温下压型钢板-混凝土粘结强度的试验[J].同济大学学报(自然科学版),2003,31(3):273-276.
作者姓名:蒋首超  李国强  李明菲
作者单位:同济大学,建筑工程系,上海,200092
基金项目:国家自然科学基金资助项目 ( 5 97780 3 2 )
摘    要:对我国常用的一种类型的压型钢板与混凝土在常温下的粘结应力 -滑移关系及高温下的粘结强度进行了试验研究 .研究结果表明压型钢板与混凝土间的粘结强度随温度的升高而迅速下降 .通过对试验结果的分析 ,给出了高温下压型钢板与混凝土间粘结强度的计算公式

关 键 词:组合楼板  抗火  粘结强度  粘结应力-滑移关系
文章编号:0253-374X(2003)03-0273-04
修稿时间:2002年4月9日

Experimental Research on Bond Strength between Profiled Steel Sheet and Concrete at Elevated Temperatures
JIANG Shou-chao,LI Guo-qiang,LI Ming-fei.Experimental Research on Bond Strength between Profiled Steel Sheet and Concrete at Elevated Temperatures[J].Journal of Tongji University(Natural Science),2003,31(3):273-276.
Authors:JIANG Shou-chao  LI Guo-qiang  LI Ming-fei
Abstract:An experimental research is carried out on high temperature behaviour of the bond-slip between concrete and a kind of profiled steel sheet,which is widely used in China.It is found that the bond strength between profiled steel sheet and concrete degrades greatly with the increase of temperature.A regressive formula is concluded from the experimental data to calculated the bond strength between profiled steel sheet and concrete at elevated temperatures.
Keywords:composite slab  fire resistance  bond strength  bond-slip relationship
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