摘要
使用ANSYS软件程序对冷弯薄壁型钢开口双肢组合截面立柱的轴压性能进行了分析,得出了在轴向压力作用之下,开口双肢组合截面立柱长柱的破坏模式和极限承载力,以期为类似结构的性能分析提供参考。
This paper use the ANSYS software program on cold-formed thin-walled steel open double limb column of combination section axial compression performance are analyzed, the open double limb column of combination section long columns under axial pressure under the effect of the failure mode and the ultimate bearing capacity, with a view to provide certain reference for analyzing similar structural performance.
出处
《山西建筑》
2012年第36期41-42,共2页
Shanxi Architecture
关键词
冷弯薄壁型钢
组合截面立柱
轴压性能
非线性有限元
cold-formed thin-walled steel, built-up column, axial compression performance, nonlinear finite element
