An 8-node assumed stress hybrid element for analysis of shells

被引：17

作者：

Darilmaz, Kutlu ^{[1
]}

Kumbasar, Nahit ^{[1
]}

机构：

[1] Istanbul Tech Univ, Dept Civil Engn, TR-34469 Istanbul, Turkey

来源：

COMPUTERS & STRUCTURES | 2006年 / 84卷 / 29-30期

关键词：

assumed stress; hybrid finite element; flat shell; static analysis; free vibration;

D O I：

10.1016/j.compstruc.2006.08.003

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

In this paper an 8-node quadrilateral assumed-stress hybrid shell element is presented. The formulation is based on Hellinger-Reissner variational principle. The element is developed by flat shell approach by combining a membrane element with a Mindlin plate element. The proposed element has six degrees of freedom per node and permits an easy connection to other types of finite elements. Numerical examples are presented to show that the validity and efficiency of the present element for static and free vibration analysis. (c) 2006 Elsevier Ltd. All rights reserved.

引用

页码：1990 / 2000

页数：11

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