摘要
根据压弯构件的极限强度理论，对厚壁不锈钢管受压柱单侧出现塑性时的稳定承载力进行了分析，得出了它的稳定系数公式，并指出其应用条件。
In this paper,on the basic of limit strength theory of compressve and bending members,stability of thick-wall stainless-steel tube is analysed when the compressive side of tube is plasticized.The stability coefficient formula is obtained,and the condition of the formula applied is put forward.
出处
《山东矿业学院学报》
CAS
1999年第2期99-102,共4页
Journal of Shandong University of Science and Technology(Natural Science)
