[1]许琪楼,姜锐,唐国明.二邻边支承二邻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),2000,30(2):138-142.[doi:10.3969/j.issn.1001-0505.2000.02.029]
 Xu Qilou,Jiang Rui,Tang Guoming.Unified Solution Method of Rectangular Plate Bending with Two Adjacent Supported Edges and Two Free Edges[J].Journal of Southeast University (Natural Science Edition),2000,30(2):138-142.[doi:10.3969/j.issn.1001-0505.2000.02.029]
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二邻边支承二邻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:
30
期数:
2000年第2期
页码:
138-142
栏目:
土木工程
出版日期:
2000-03-19

文章信息/Info

Title:
Unified Solution Method of Rectangular Plate Bending with Two Adjacent Supported Edges and Two Free Edges
作者:
许琪楼 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 Jiang Rui Tang Guoming
Civil Engineering Institute, 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 unified solution
分类号:
TU311.4
DOI:
10.3969/j.issn.1001-0505.2000.02.029
摘要:
本文的统一解法可以解决二邻边支承二邻边自由的矩形板和二邻边及对角点支承的矩形板在任意荷载作用下的弯曲.这种方法求解思路清晰,收敛速度快,计算精度高.
Abstract:
Using the unified method, the bending solution of the rectangular plate under arbitrary load with two adjacent supported edges and two free edges or with two adjacent edges supported and opposite corner point rested can be derived. The method has the advantage of clear thinking, rapidly converging, high precision and wide applicability.

参考文献/References:

[1] 许琪楼,姬同庚.二邻边支承其余边自由的矩形板在均布荷载作用下的弯曲解.土木工程学报,1995 (3):32~41

相似文献/References:

[1]朱万福,宋启根.带边梁角支矩形板的简化分析[J].东南大学学报(自然科学版),1994,24(3):28.[doi:10.3969/j.issn.1001-0505.1994.03.005]
 Zhu Wanfu,Song,Qigen.Simplified Analysis of Rectangular Plates with Edge Beams Supported at Corners[J].Journal of Southeast University (Natural Science Edition),1994,24(2):28.[doi:10.3969/j.issn.1001-0505.1994.03.005]
[2]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.[doi:10.3969/j.issn.1001-0505.1999.02.017]
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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,硕士,教授.
更新日期/Last Update: 2000-03-20