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

作　　者：郇筱林[1,2] 矫立明 

机构地区：[1]山东科技大学土木建筑学院,山东青岛266590 [2]山东省土木工程防灾减灾重点实验室(山东科技大学),山东青岛266590 [3]华润置地(山东)有限公司,山东青岛266071

出　　处：《新型建筑材料》2012年第6期33-35,共3页New Building Materials

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.

关 键 词：速成墙板 钢筋混凝土 组合楼板 非线性有限元 

分 类 号：TU375[建筑科学—结构工程]