摘要
对在均布荷载作用下一边支承一边卷边的矩形板进行研究，探讨了卷边的大小、板的长宽比以及卷边的抗扭能力对板的临界应力的影响．
This paper investigates the rectanggulor plate loaded under uniaxial uniform compression with the unloaded edge to be liped. The influence of lip width, length to width ratio of plate and lip's rotation resistance capacity to buckling stress are explored.
出处
《力学与实践》
CSCD
北大核心
1999年第4期27-29,共3页
Mechanics in Engineering
关键词
卷边板
临界应力
抗扭
薄钢板
liped plate, buckling stress, rotation capacity
