ON THE EQUIVALENCE OF MODE DECOMPOSITION AND MIXED FINITE-ELEMENTS BASED ON THE HELLINGER-REISSNER PRINCIPLE .1. THEORY

被引：35

|

作者：

STOLARSKI, H

BELYTSCHKO, T

机构：

来源：

COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING | 1986年 / 58卷 / 03期

关键词：

D O I：

10.1016/0045-7825(86)90149-0

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

引用

收藏

页码：249 / 263

页数：15

相关论文

共 11 条

[1] ON THE EQUIVALENCE OF MODE DECOMPOSITION AND MIXED FINITE-ELEMENTS BASED ON THE HELLINGER-REISSNER PRINCIPLE .2. APPLICATIONS
STOLARSKI, H
BELYTSCHKO, T
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1986, 58 (03) : 265 - 284
[2] ON THE EQUIVALENCE OF MODE DECOMPOSITION AND MIXED FINITE ELEMENTS BASED ON THE HELLINGER-REISSNER PRINCIPLE. PART II: APPLICATIONS.
Stolarski, H.
Belytschko, T.
1600, (58):
[3] Stable hp mixed finite elements based on the Hellinger-Reissner principle
Suri, M
JOURNAL OF COMPUTATIONAL AND APPLIED MATHEMATICS, 2005, 174 (02) : 213 - 225
[4] HELLINGER-REISSNER PRINCIPLES FOR PLATE AND SHELL FINITE-ELEMENTS
MORLEY, LSD
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1984, 20 (04) : 773 - 777
[5] The development of hybrid axisymmetric elements based on the Hellinger-Reissner variational principle
Jog, CS
Annabattula, R
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2006, 65 (13) : 2279 - 2291
[6] Equivalence between enhanced assumed strain method and assumed stress hybrid method based on the Hellinger-Reissner principle
Yeo, ST
Lee, BC
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1996, 39 (18) : 3083 - 3099
[7] SUPERCONDUCTING AXISYMMETRICAL FINITE-ELEMENTS BASED ON A GAUGED POTENTIAL VARIATIONAL PRINCIPLE .1. FORMULATION
SCHULER, JJ
FELIPPA, CA
COMPUTING SYSTEMS IN ENGINEERING, 1994, 5 (03): : 215 - 225
[8] The dimensional reduction modelling approach for 3D beams: Differential equations and finite-element solutions based on Hellinger-Reissner principle
Auricchio, Ferdinando
Balduzzi, Giuseppe
Lovadina, Carlo
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2013, 50 (25-26) : 4184 - 4196
[9] PLANE-STRAIN ELASTOPLASTIC CONSOLIDATION OF SOIL BY FINITE-ELEMENTS .1. AN ELASTOPLASTIC CONSOLIDATION THEORY
PIETRUSZCZAK, S
ARCHIVES OF MECHANICS, 1981, 33 (02): : 215 - 232
[10] NON-LINEAR VIBRATION ANALYSIS OF MULTILAYER BEAMS BY INCREMENTAL FINITE-ELEMENTS .1. THEORY AND NUMERICAL FORMULATION
IU, VP
CHEUNG, YK
LAU, SL
JOURNAL OF SOUND AND VIBRATION, 1985, 100 (03) : 359 - 372