速成墙板-钢筋混凝土组合楼板的受力性能研究

Mechanical properties of rapid wall-reinforced concrete composite floor slabs

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.