A new finite element for buckling analysis of laminated stiffened plates

被引：29

作者：

Kumar, YVS ^{[1
]}

Mukhopadhyay, M ^{[1
]}

机构：

[1] Indian Inst Technol, Dept Ocean Engn & Naval Architecture, Kharagpur 721302, W Bengal, India

来源：

COMPOSITE STRUCTURES | 1999年 / 46卷 / 04期

关键词：

finite element; stiffened plate; plate; stiffener; transverse shear; buckling;

D O I：

10.1016/S0263-8223(99)00059-8

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

A new stiffened plate element for stability analysis of laminated stiffened plates has been presented. The basic plate element is a combination of Allman's plane stress triangular element and a Discrete Kirchhoff-Mindlin plate bending element. The element includes transverse shear effects. The model accommodates any number of arbitrarily oriented stiffeners within the plate element and eliminates constraints on the mesh division of the plate. The element has no problem associated with shear locking - a phenomenon usually encountered in isoparametric elements. The stability analysis of laminated stiffened plates has been carried out under different loading conditions with the present element. (C) 1999 Elsevier Science Ltd. All rights reserved.

引用

页码：321 / 331

页数：11

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