A 4-node finite shell element for the implementation of general hyperelastic 3D-elasticity at finite strains

被引:203
作者
Betsch, P [1 ]
Gruttmann, F [1 ]
Stein, E [1 ]
机构
[1] UNIV HANNOVER,INST BAUMECH & NUMER MECH,D-30167 HANNOVER,GERMANY
关键词
D O I
10.1016/0045-7825(95)00920-5
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this paper a finite shell element for large deformations is presented based on extensible director kinematics. The essential feature is an interface to arbitrary three-dimensional material laws. The non-linear Lagrangian formulation is based on the three-field variational principle, parametrized with the displacement vector, enhanced Green-Lagrangian strain tensor and second Piola Kirchhoff stress tenser. The developed quadrilateral shell element is characterized by a coarse mesh accuracy and distortion insensitivity compared with bilinear displacement approaches. Furthermore, plane stress response is approximately recovered in the asymptotic case of vanishing thickness. A number of example problems investigating large deformation as well as finite strain applications are presented. Compressible and incompressible hyperelastic materials of the St. Venant-Kirchhoff, Neo-Hookean and Mooney-Rivlin type are particularly used.
引用
收藏
页码:57 / 79
页数:23
相关论文
共 33 条
[11]  
HUGHES TJR, 1983, COMPUT METHOD APPL M, V39, P69, DOI 10.1016/0045-7825(83)90074-9
[12]   NON-LINEAR FINITE-ELEMENT ANALYSIS OF SHELLS .1. 3-DIMENSIONAL SHELLS [J].
HUGHES, TJR ;
LIU, WK .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1981, 26 (03) :331-362
[13]  
McNeal RH, 1985, Finite Elements in Analysis and Design, V1, P3, DOI DOI 10.1016/0168-874X(85)90003-4
[14]   ASPECTS OF THE FORMULATION AND FINITE-ELEMENT IMPLEMENTATION OF LARGE-STRAIN ISOTROPIC ELASTICITY [J].
MIEHE, C .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1994, 37 (12) :1981-2004
[15]   AN INVESTIGATION OF A FINITE ROTATION 4 NODE ASSUMED STRAIN SHELL ELEMENT [J].
PARISCH, H .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1991, 31 (01) :127-150
[16]  
Parisch Horst, 1986, ENG COMPUT-GERMANY, V3, P121, DOI [10.1108/eb023650, DOI 10.1108/EB023650]
[17]  
RAMM E, 1976, 762 U STUTTG I BAUST
[18]  
REDDY BD, 1994, STABILITY CONVERGENC
[19]   AN EXACT FINITE ROTATION SHELL THEORY, ITS MIXED VARIATIONAL FORMULATION AND ITS FINITE-ELEMENT IMPLEMENTATION [J].
SANSOUR, C ;
BUFLER, H .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1992, 34 (01) :73-115
[20]   THEORY AND NUMERICAL-ANALYSIS OF SHELLS UNDERGOING LARGE ELASTIC STRAINS [J].
SCHIECK, B ;
PIETRASZKIEWICZ, W ;
STUMPF, H .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1992, 29 (06) :689-709