Stability of a Rectangular Plate Capable of Transverse Shear Deformations

被引：0

作者：

Belubekyan, Vagharshak M. ^{[1
]}

机构：

[1] Yerevan State Univ, Yerevan 375049, Armenia

来源：

IUTAM SYMPOSIUM ON RELATIONS OF SHELL, PLATE, BEAM, AND 3D MODELS | 2008年 / 9卷

关键词：

plate bending; stability; buckling; transverse shear deformations;

D O I：

10.1007/978-1-4020-8774-5_5

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The stability of a rectangular plate, when its two opposite edges are hinged, and the third edge is under sliding contact conditions, are considered: for the fourth edge, two cases are studied: sliding contact, conditions and "restricted" sliding contact conditions. In the first case, the buckling load is the same as the critical load for cylindrical buckling, calculated by means of Kirchhoff's theory. In the second case, the buckling load may be refined twice or more, with respect to the Kirchhoff's theory. The refinement term depends on geometry of the plate.

引用

页码：59 / 65

页数：7