摘要
对正常使用极限状态下 ,承受集中荷载的钢筋混凝土双向薄板进行了非线性有限元分析 ,根据推导出的计算公式进行了程序设计 ,并与 ANSYS软件分析的结果、线弹性薄板小挠度理论计算的结果和试验结果进行了对比 。
The nonlinear finite element analysis of R.C two-way thin-slab under concentrated load in the normal stage is carried out. The program based on the derived formula is designed. Meanwhile, the results of calculation are compared with those obtained from the ANSYS software, the linear elastic small displacement theory and the experiments respectively. The feasibility of the approach carried out is confirmed.
出处
《华中科技大学学报（城市科学版）》
CAS
2003年第4期92-94,共3页
Journal of Huazhong University of Science and Technology
