EXTENDED VARIATIONAL FORMULATIONS AND FE MODELS FOR NONLINEAR BEAMS UNDER NONCONSERVATIVE LOADING

被引：12

作者：

ALLINEY, S ^{[1
]}

TRALLI, A ^{[1
]}

机构：

[1] UNIV BOLOGNA,FAC INGN,IST SCI COSTRUZ,I-40136 BOLOGNA,ITALY

来源：

COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING | 1984年 / 46卷 / 02期

关键词：

D O I：

10.1016/0045-7825(84)90060-4

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

引用

页码：177 / 194

页数：18

共 39 条

[1] ON THE USE OF THE QUADRATIC FUNCTIONAL AND ITS DERIVED PRINCIPLES IN STRUCTURAL MECHANICS [J].

ALTMAN, W ;

DEOLIVEIRA, AM .

COMPUTERS & STRUCTURES, 1982, 15 (03) :291-297

[2] APPLICATION OF THE QUADRATIC FUNCTIONAL TO NON-CONSERVATIVE PROBLEMS OF ELASTIC STABILITY [J].

ALTMAN, W ;

DEOLIVEIRA, AM .

COMPUTERS & STRUCTURES, 1984, 18 (01) :141-145

[3]

[Anonymous], 1961, Theory of elastic stability

[4] 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

[5] A SEQUEL TO - 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 (03) :377-383

[6] NON-LINEAR FINITE-ELEMENT ANALYSIS OF ELASTIC-SYSTEMS UNDER NON-CONSERVATIVE LOADING-NATURAL FORMULATION .2. DYNAMIC PROBLEMS [J].

ARGYRIS, JH ;

STRAUB, K ;

SYMEONIDIS, S .

COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1981, 28 (02) :241-258

[7]

BALLIO G, 1967, COSTRUZIONI METALLIC, V4, P258

[8]

Barsoum R. S., 1971, International Journal for Numerical Methods in Engineering, V3, P63, DOI 10.1002/nme.1620030110

[9]

Bolotin V.V., 1963, Nonconservative Problems of the Theory of Elastic Stability

[10]

Brodlie K., 1977, The State of the Art in Numerical Analysis

← 1 2 3 4 →