摘要
利用ANSYS软件建立空间模型,对轴心受压时设置构造柱的砖砌体结构进行了模拟,得到的结果与试验结果较吻合,并优于以往平面有限元的计算结果。说明可以利用ANSYS软件强大的模拟功能对砌体结构进行有限元分析,为目前日益增多的各类砌体结构提供非线性分析依据。
The paper founded the space model and simulated the behavior of axial compression brick masonry structure with ANSYS software. The result is tally with the result of experiment and is better than the previous result based on plane stress finite element. It is pointed out that the powerful analog functions of ANSYS software can be used on the masonry structure of finite element analysis, to provide basis for the present growing number of various types of masonry structures based on nonlinear analysis.
出处
《安阳工学院学报》
2009年第6期69-71,共3页
Journal of Anyang Institute of Technology
