GEOMETRICALLY NONLINEAR DISPLACEMENT-BASED FINITE-ELEMENT-FORMULATION IN GENERAL COORDINATES AND ITS APPLICATION TO PLATES AND SHELLS

被引：0

作者：

CELIGOJ, CC

机构：

来源：

ARCHIVE OF APPLIED MECHANICS | 1991年 / 61卷 / 02期

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D O I：

暂无

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

The present work should compare different theoretical descriptions of the geometrically nonlinear displacement-based formulation of solids and structures and elucidate critically. The consistent linearization of the incremental formulation accelerates crucially the convergence behaviour of the finite-rotation calculation of structures. The tensor-orientated formulation of nonlinear shell elements is applied to the Reissner-Mindlin theory.

引用

页码：79 / 88

页数：10

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