摘要
对两点对称加载状态下的简支组合板交界面相对滑移性能进行了研究,推导了压型钢板与混凝土交界面相对滑移微分方程;提出了求解两点对称集中荷载作用下的滑移值计算公式,公式计算结果与试验所得的板端滑移值吻合良好。
Behavior of slippage between cold-formed steel deck and concrete at simple-supported mode was studied.The differential equation between cold-formed steel deck and concrete was deduced.Furthermore,the calculation formula of slippage at two points under concentrated load was put forward.The theoretical value of composite slab end slippage agreed well with test value.
出处
《工业建筑》
CSCD
北大核心
2007年第z1期579-581,共3页
Industrial Construction
关键词
组合楼板
滑移
剪力连接件
composite floor slabs slippage shear steel-bar connectors
