[1]许琪楼,李民生,姜锐,等.三边支承一边自由的矩形板弯曲统一求解方法[J].东南大学学报(自然科学版),1999,29(2):87-92.[doi:10.3969/j.issn.1001-0505.1999.02.017]
 Xu Qilou,Li Minsheng,Jiang Rui,et al.United Solution Method on Rectangular Plate Bending with Three Edges Supported and One Edge Free[J].Journal of Southeast University (Natural Science Edition),1999,29(2):87-92.[doi:10.3969/j.issn.1001-0505.1999.02.017]
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三边支承一边自由的矩形板弯曲统一求解方法()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
29
期数:
1999年第2期
页码:
87-92
栏目:
土木工程
出版日期:
1999-03-20

文章信息/Info

Title:
United Solution Method on Rectangular Plate Bending with Three Edges Supported and One Edge Free
作者:
许琪楼 李民生 姜锐 唐国明
郑州工业大学土木建筑工程学院, 郑州 450002
Author(s):
Xu Qilou Li Minsheng Jiang Rui Tang Guoming
College of Civil Construction Engineering, Zhengzhou University of Technology, Zhengzhou 450002
关键词:
弹性薄板弯曲 矩形板 统一解法
Keywords:
bending of elastic plate rectangular plate united solution
分类号:
TU311.4
DOI:
10.3969/j.issn.1001-0505.1999.02.017
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.
Abstract:
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.

参考文献/References:

[1] 铁摩辛柯 S,沃诺斯基S著.板壳理论翻译组译.板壳理论.北京:科学出版社,1977

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备注/Memo

备注/Memo:
基金项目: 河南省自然科学基金资助项目
第一作者:男,1944年生,教授.
更新日期/Last Update: 1999-03-20