摘要
利用通用有限元软件ANSYS,对工字形压杆在考虑局部与整体相关屈曲情况下的极限承载力进行了研究,分析了压杆的长细比和板件宽厚比对极限承载力的影响。
Considering the whole and part interactive buckling, ultimate capacity of I-shaped compressed members is investigated, using popular finite element program ANSYS. The effect of. compressed members slenderness ratio and the ratio of width to thickness of plate on ultimate capacity is analyzed.
出处
《山西建筑》
2005年第21期65-66,共2页
Shanxi Architecture
关键词
ANSYS
相关屈曲
极限承载力
长细比
宽厚比
ANSYS, interactive buckling, ultimate capacity, slenderness ratio, the ratio of width to thickness
