ON THE WORK THEOREMS FOR FINITE AND INCREMENTAL ELASTIC DEFORMATIONS WITH DISCONTINUOUS FIELDS - A UNIFIED TREATMENT OF DIFFERENT VERSIONS

被引：22

作者：

BUFLER, H

机构：

[1] Institut für Mechanik (Bauwesen), Universität Stuttgart, Stuttgart, Germany

来源：

COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING | 1983年 / 36卷 / 01期

关键词：

Engineering Village;

D O I：

10.1016/0045-7825(83)90156-1

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

引用

页码：95 / 124

页数：30

共 31 条

[1]

Argyris J., 1960, ENERGY THEOREMS STRU

[2]

Argyris J. H., 1974, Computer Methods in Applied Mechanics and Engineering, V4, P219, DOI 10.1016/0045-7825(74)90035-8

[3] NON-LINEAR FINITE-ELEMENT ANALYSIS OF ELASTIC-SYSTEMS UNDER NON-CONSERVATIVE LOADING NATURAL FORMULATION .1. QUASISTATIC PROBLEMS [J].

ARGYRIS, JH ;

SYMEONIDIS, S .

COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1981, 26 (01) :75-123

[4] LARGE STRAIN INELASTIC ANALYSIS IN NATURAL FORMULATION .2. DYNAMIC PROBLEMS [J].

ARGYRIS, JH ;

DOLTSINIS, JS .

COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1980, 21 (01) :91-126

[5] INCREMENTAL FORMULATION IN NONLINEAR MECHANICS AND LARGE STRAIN ELASTO-PLASTICITY - NATURAL APPROACH .1. [J].

ARGYRIS, JH ;

KLEIBER, M .

COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1977, 11 (02) :215-247

[6] INCREMENTAL FORMULATION IN NON-LINEAR MECHANICS AND LARGE STRAIN ELASTO-PLASTICITY - NATURAL APPROACH .2. [J].

ARGYRIS, JH ;

DOLTSINIS, JS ;

KLEIBER, M .

COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1978, 14 (02) :259-294

[7] LARGE STRAIN INELASTIC ANALYSIS IN NATURAL FORMULATION .1. QUASISTATIC PROBLEMS [J].

ARGYRIS, JH ;

DOLTSINIS, JS .

COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1979, 20 (02) :213-251

[8]

Bathe K.-J., 1975, International Journal for Numerical Methods in Engineering, V9, P353, DOI 10.1002/nme.1620090207

[9]

BIOT MA, 1965, MECHANICS INCREMENTA

[10]

BOLOTIN W, 1963, NONCONSERVATIVE PROB

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