[1]姜锐,许琪楼,李芳.一对边支承另一对边自由的矩形板弯曲[J].郑州大学学报(工学版),1998,19(04):47-51.
　Jiang Rui,Xu Qilou,Li Fang.A pair of branches of the other pair of freedom of rectangular board bent[J].Journal of Zhengzhou University (Engineering Science),1998,19(04):47-51.
点击复制

一对边支承另一对边自由的矩形板弯曲()
分享到：

《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
19
期数:
1998年04期
页码:
47-51
栏目:
出版日期:
1998-12-31

文章信息/Info

Title:
A pair of branches of the other pair of freedom of rectangular board bent
作者:
姜锐; 许琪楼; 李芳
郑州工业大学土木建筑工程学院
Author(s):
Jiang Rui;  Xu Qilou;  Li Fang
School of Civil Construction Engineering, Zhengzhou University of Technology
关键词:
弹性薄板弯曲; 边界条件; 统一解法
Keywords:
Elastic thin plate bent;  boundary conditions;  unified solution
文献标志码:
A
摘要:
采用一种统一求解方法，求解出一对边支承，另一对边自由的矩形板在板面均布荷载、三角形分布荷载、板边局部或集中荷载作用下的弯曲解。计算表明这种解法收敛快，计算精度高。
Abstract:
A unified solution method is used to solve the bend of one pair of branches, and the other pair of free rectangular boards are loaded on the plate surface, the triangle distributed load, and the partial or centralized load. The calculation shows that this solution is converged quickly and the calculation accuracy is high.

相似文献/References:

[1]贺栓海,贺小卫.基于地基系数法的横向受荷桩通解研究[J].郑州大学学报(工学版),2016,37(03):64.[doi:10.13705/ j. issn.1671 -6833.2016.03.015]
　HE Shuanhai,HE Xiaowei.The study of lateral load pile general solution based on modulus of subgrade reaction[J].Journal of Zhengzhou University (Engineering Science),2016,37(04):64.[doi:10.13705/ j. issn.1671 -6833.2016.03.015]
[2]许琪楼,姜锐,龙晔君.三边支承一边自由的矩形板弯曲[J].郑州大学学报(工学版),1997,18(03):5.
　Xu Qilou,Jiang Rui,Long Yanjun.The rectangular board of the three sides of the branch bending[J].Journal of Zhengzhou University (Engineering Science),1997,18(04):5.

更新日期/Last Update: 1900-01-01