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

被引:199
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
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