# [1]许琪楼,白杨,王海..一边支承矩形板弯曲精确解法[J].郑州大学学报(工学版),2004,25(02):23-27.[doi:10.3969/j.issn.1671-6833.2004.02.006] 　Xu Qilou,Poplar,Wang Hai.One side supports the precise solution of rectangular plate bending[J].Journal of Zhengzhou University (Engineering Science),2004,25(02):23-27.[doi:10.3969/j.issn.1671-6833.2004.02.006] 点击复制 一边支承矩形板弯曲精确解法() 分享到： var jiathis_config = { data_track_clickback: true };

25卷

2004年02期

23-27

1900-01-01

## 文章信息/Info

Title:
One side supports the precise solution of rectangular plate bending

Author(s):
Xu Qilou; Poplar; Wang Hai

Keywords:
DOI:
10.3969/j.issn.1671-6833.2004.02.006

A

Abstract:
Due to the diversity of boundary conditions, the complexity of the internal force distribution in the plate is caused by the diversity of boundary conditions, and the existing solution has the shortcomings of inconsistent calculation methods, low calculation accuracy and small application range. The proposed precise solution divides the bending of the plate into two categories: generalized static determination and generalized superstatic determination, for the former, a unified general solution expression is proposed and a combined special solution is adopted, which can not only meet the plate bending balance emblem division equation, but also meet the deflection conditions of the supporting edge, the shear distribution conditions on the free edge, the concentration force conditions of the free angle point and the reaction force conditions at the column support, so that the four-sided boundary conditions and the displacement conditions at the column support can be used to solve directly. For generalized superstatically definite bending, the superposition method is used to solve it. The reverse analysis example shows that the solution has high computational accuracy.

## 相似文献/References:

[1]许琪楼,姜锐,唐国明.一边简支一角点或二角点支承的矩形板弯曲统一求解方法[J].郑州大学学报(工学版),1998,19(01):52.
[J].Journal of Zhengzhou University (Engineering Science),1998,19(02):52.
[2]韩菊红,丁自强,单伟.钢筋混凝土四边简支矩形板支座反力的试验研究[J].郑州大学学报(工学版),1997,18(04):17.
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[3]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(02):5.