摘要
本文对在均布荷载作用下一边支承一边卷边的矩形板进行了研究，对这种边界条件下的矩形板进行了非线性分析，得到了屈曲后的压缩刚度，探讨了卷边的大小，板的长宽比以及支承边的转角约束能力对板的后屈曲性能的影响。
This paper is concerned with the rectangular plate loaded under uniaxally uniform compression with the unloaded edge rotationally restrained and the other edge stiffened. By means of nonlinear analysis the post-buckling stiffness is obtained. The influences of lip width, length to width ratio of plate and edge restraint against rotation on post-buckling are studied.
出处
《工程力学》
EI
CSCD
北大核心
2000年第1期75-82,共8页
Engineering Mechanics
