摘要
根据实测的历经不同温度后钢筋与混凝土的粘结应力和滑移曲线，分析和讨论了混凝土强度、相对保护层厚度、锚固长度、温度等对混凝土与钢筋粘结性能的影响。
In this paper,the bond performance between bars and concrete after exposed to different high temperatures were tested and investigated.Based on the measured bond stress and bond-slip curve after exposed to different high temperature,the influnence of concrete strength,relative protective thickness,bond length, temperature etc.to bond behavior is analysised and discussed.
出处
《工业建筑》
CSCD
北大核心
1995年第5期37-40,共4页
Industrial Construction
基金
山东省教委中青年学术基金
关键词
混凝土
钢筋
高温
粘结
滑移
性能
试验
concrete
reinforce bar
high temperature
bond
slip
