LARGE DEFLECTION ANALYSIS OF THIN ELASTIC SHELLS BY A HYBRID STRESS METHOD

被引：4

作者：

LIU, ZX

YE, R

机构：

来源：

COMPUTERS & STRUCTURES | 1988年 / 30卷 / 04期

关键词：

D O I：

10.1016/0045-7949(88)90140-X

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

引用

收藏

页码：995 / 998

页数：4

相关论文

共 50 条

[41] ON THE POST-BUCKLING ANALYSIS OF THIN ELASTIC SHELLS
STUMPF, H
ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND MECHANIK, 1983, 63 (04): : T101 - T103
[42] NONLINEAR-ANALYSIS OF THIN HOMOGENEOUS ORTHOTROPIC ELASTIC PLATES UNDER LARGE DEFLECTION AND THERMAL LOADING
MUKHOPADHYAY, B
BERA, RK
COMPUTERS & MATHEMATICS WITH APPLICATIONS, 1994, 28 (09) : 81 - 88
[43] PSEUDOTRANSIENT LARGE DEFLECTION ANALYSIS OF COMPOSITE AND SANDWICH SHELLS WITH A REFINED THEORY
KOMMINENI, JR
KANT, T
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1995, 123 (1-4) : 1 - 13
[44] APPLICATION OF VARIATIONAL METHOD TO STABILITY OF THIN ELASTIC SHELLS OF ROTATION
PETROV, MB
VESTNIK LENINGRADSKOGO UNIVERSITETA SERIYA MATEMATIKA MEKHANIKA ASTRONOMIYA, 1978, (03): : 144 - 146
[45] Neumann's method for boundary problems of thin elastic shells
Neustadt, Y. S.
APPLIED MATHEMATICS AND MECHANICS-ENGLISH EDITION, 2017, 38 (04) : 543 - 556
[46] Neumann's method for boundary problems of thin elastic shells
Y.S.NEUSTADT
Applied Mathematics and Mechanics(English Edition), 2017, (04) : 543 - 556
[47] Hybrid analysis method for on-line quantification of stress states in tunnel shells
Lackner, Roman
Macht, Juergen
Mang, Herbert A.
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2006, 195 (41-43) : 5361 - 5376
[48] New method for the large deflection analysis of composite-laminate thin-plate
Jin, Feng
Ye, Jianqi
Xibei Gongye Daxue Xuebao/Journal of Northwestern Polytechnical University, 1997, 15 (04): : 547 - 552
[49] Neumann’s method for boundary problems of thin elastic shells
Y. S. Neustadt
Applied Mathematics and Mechanics, 2017, 38 : 543 - 556
[50] THIN-WALLED ELASTIC SHELLS ANALYZED BY A RAYLEIGH METHOD
CALLADINE, CR
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1977, 13 (06) : 515 - 530

← 1 2 3 4 5 →