摘要
用ANSYS有限元分析软件建立了2个十字形截面配筋砌体墙片的模型,模拟了相关的抗剪试验研究,计算结果与试验值有较好的吻合。在此基础上进一步分析了多种工况下墙片的抗剪性能,对影响十字形截面配筋砌体剪力墙抗剪承载力的相关因素做了初步的分析。同时还分析了翼缘对墙片的抗剪承载力的贡献。
In this paper two models of cross-shaped reinforced concrete masonry walls were established by using ANSYS to simulate related experimental research. The values analyzed from ANSYS are similar to the values of experiments. To analyze the influential factors of shear resistance of cross-shaped reinforced concrete masonry walls other several models under different loadcases were calculated. Furthermore, the contribution of flanges to the shear resistance of the wall was analysed.
出处
《结构工程师》
2009年第1期21-25,40,共6页
Structural Engineers
关键词
配筋砌体
十字形截面
抗剪性能
荷载位移曲线
翼缘
非线性
reinforced concrete masonry, cross-shaped section, shear behavior, load-displacement curve,flange, nonlinear behavior
