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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。
In this paper, the curly rectangular plate supported by uniform load was studied. The non-linear analysis of the rectangular plate under such boundary conditions was carried out to obtain the compressive stiffness after buckling. The size of curl, The aspect ratio of the plate and the corner constraint ability of the bearing edge on the post-buckling performance of the plate.