摘要
本文将奇异函数法应用于结构的塑性极限分析,简化计算某些固支环形板的极限荷载。
In this paper, the method of singularity function is applied to the structural plastic limit analysis, and simplified the calculation of limit loads of some annular plates of fixed supports.
出处
《辽宁大学学报（自然科学版）》
CAS
1989年第3期13-17,共5页
Journal of Liaoning University：Natural Sciences Edition
关键词
奇异函数
固支环形板
极限荷载
singularity function
annular plates of fixed supports
yield condition
limit load
