HIGHER-ORDER MITC GENERAL SHELL ELEMENTS

被引:248
作者
BUCALEM, ML
BATHE, KJ
机构
[1] Department of Mechanical Engineering, Massachusetts Institute of Technology, Cambridge, Massachusetts
关键词
D O I
10.1002/nme.1620362109
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Two mixed-interpolated general shell finite elements for non-linear analysis-a 9-node element and a 16-node element-are presented. The elements are based on the Mixed Interpolation of Tensorial Components (MITC) approach in which the covariant strain component fields for the in-plane and shear actions are interpolated and tied to the also interpolated displacement field. Both the 9-node element, referred to as the MITC9 element, and the 16-node element, referred to as the MITC16 element, are tested numerically and found to have high predictive capabilities.
引用
收藏
页码:3729 / 3754
页数:26
相关论文
共 29 条
[1]  
Ahmad S., 1970, INT J NUMER METHODS, V2, P419, DOI [DOI 10.1002/NME.1620020310, 10.1002/nme.1620020310]
[2]  
Bathe K.-J., 1990, Engineering Computations, V7, P291, DOI 10.1108/eb023816
[3]   A FORMULATION OF GENERAL SHELL ELEMENTS - THE USE OF MIXED INTERPOLATION OF TENSORIAL COMPONENTS [J].
BATHE, KJ ;
DVORKIN, EN .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1986, 22 (03) :697-722
[4]   ON THE AUTOMATIC SOLUTION OF NON-LINEAR FINITE-ELEMENT EQUATIONS [J].
BATHE, KJ ;
DVORKIN, EN .
COMPUTERS & STRUCTURES, 1983, 17 (5-6) :871-879
[5]   THE MITC7 AND MITC9 PLATE BENDING ELEMENTS [J].
BATHE, KJ ;
BREZZI, F ;
CHO, SW .
COMPUTERS & STRUCTURES, 1989, 32 (3-4) :797-814
[6]  
Bathe KJ, 1989, ASME SPECIAL PUBLICA, P261
[7]  
BATHE KJ, 1985, P C MATH FIN EL APPL, V5, P491
[8]  
BATHE KJ, 1982, IN PRESS FINITE ELEM
[9]  
BATHE KJ, 1979, COMPUT STRUCT, V11, P23
[10]  
BATHE KJ, 1987, P INT C NUMERICAL ME, pD46