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.
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页码：79 / 88
页数：10
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