摘要
提出的统一解法可解决三边支承一边自由矩形板在任意荷载作用下的弯曲,可解释李维解法的局限性.其求解思路清晰,收敛速度快,计算精度高,适用范围广.
Using the united method in this paper, the bending solution of the rectangular plate with three edges supported and one edge free can be derived under arbitrary load. The method can explain why the Levy solution has limited. It has the advantage of clear thinking,rapidly converging,high precision and wide applicability.
出处
《东南大学学报(自然科学版)》
EI
CAS
CSCD
1999年第2期87-92,共6页
Journal of Southeast University:Natural Science Edition
基金
河南省自然科学基金
关键词
薄板
弯曲
矩形板
统一解法
bending of elastic plate
rectangular plate
united solution