摘要
利用非线性有限元方法,对速成墙板-钢筋混凝土组合楼板受力全过程进行分析,结合实测数据,对计算所得的荷载-挠度曲线、截面应变及承载力进行了对比,并对结果进行分析,建立了力学分析模型,为今后对这种结构进行计算机模拟试验提供了参考依据。
In this paper, the nonlinear finite element method is accepted to analyze the process of bearing the loads of rapid wall-reinforced concrete composite floor slabs. The calculated results,such as load-deflection curve,section strain and bearing ca- pacity are compared with experimental data. Based on the results analysis,a mechanical analysis model is built,which provides some reference basis for computer simulation experiment of this type of structure.
出处
《新型建筑材料》
2012年第6期33-35,共3页
New Building Materials
关键词
速成墙板
钢筋混凝土
组合楼板
非线性有限元
rapid wall
reinforced concrete
composite floor slabs
nonlinear finite element analysis