Lateral buckling analysis for rectangular cantilever plate subjected to a concentrated loads

被引：2

作者：

Jiang, Liqiang ^{[1
]}

Wu, Songjin ^{[1
]}

Zheng, Hong ^{[1
]}

机构：

[1] Changan Univ, Xian 710061, Peoples R China

来源：

CONSTRUCTION AND URBAN PLANNING, PTS 1-4 | 2013年 / 671-674卷

关键词：

Rectangular cantilever plate; Buckling mode; Critical load; Correction factor;

D O I：

10.4028/www.scientific.net/AMR.671-674.1596

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In order to get the lateral buckling performance of rectangular cantilever plate under concentrated load. 150 buckling mode of 30 plates is competed by ANSYS finite element software. All kinds of buckling load and span-height ratio curves is built up with different thickness of plate. Compared analytical solution and ANSYS solution, the length-width ratio range is concluded applicable for that formula. Then the formula is modified to make its calculated results better tally with the ones of ANSYS analyses and make precise the calculation of the critical load of lateral buckling of the plate. The solution set up foundation for rectangular cantilever plate component design and stability analysis.

引用

页码：1596 / 1599

页数：4