THE STUDIES ON BRICK MASONRY STRUCTURE WITH RC CONSTRUCTIONAL COLUMN UNDER AXIAL LOAD
Few studies on the brick masonry structure with reinforced concrete (RC) constructional columns under axial load are reported. Although there are aspects of this research, the issue is considered only by plane finite element analysis, This paper includes three parts. Firstly, basic theory for the analysis of the brick masonry structure with RC constructional columns under axial load is introduced, such as stress-strain relationship formula etc.. Secondly, a nonlinear finite element analysis of the brick masonry structure with RC constructional columns under axial load, from Force Performance, Ultimate load and Cracking load, is undertaken. Finally, the calculated results of using ANSYS software herein and plane finite element analysis, are compared with experimental results respectively. By comparison, the calculated results of using ANSYS software are more consistent with experimental results and the actual situation. In addition, as long as the correct and reasonable parameters are put, using ANSYS software can also analyze the various response force of the brick masonry structure.
Brick masonry structure Nonlinear finite element ANSYS RC constructional column Axial load
Hai-Tao Wan Xiao-Lei Han Jing Ji
School of Civil &Transportation Engineering, South China University of Technology,Guangzhou 510640, P.R. China State Key Laboratory of Subtropical Building Science, South China University of Technology,Guangzhou 510640, P.R. China
国际会议
第十届国际结构工程青年学者研讨会(The Tenth International Symposium on Structural Engineering for Young Experts)
长沙
英文
521-525
2008-10-19（万方平台首次上网日期，不代表论文的发表时间）