摘要
对数种常用的二阶及三阶轴心受压杆进行稳定性计算，全部用精确法导出相应的稳定方程，并提供精确的稳定系数表或试算程序。分析结果补充了过去对这方面研究的不足，且具有很好的实用价值。
The stability of centrally compressed bars with two or three steps cross sections are studied in this paper. All the transcendental equations of these buckled bars are derived by accurate method,and the tables of value of stability factor or computer programs are presented. The results of analysis may complete the defect of this research in the past,and make the calculation of critical load very easy.
出处
《华南理工大学学报（自然科学版）》
EI
CAS
CSCD
1995年第4期77-86,共10页
Journal of South China University of Technology(Natural Science Edition)
