AN ASSUMED STRAIN APPROACH AVOIDING ARTIFICIAL THICKNESS STRAINING FOR A NONLINEAR 4-NODE SHELL ELEMENT

被引:182
作者
BETSCH, P
STEIN, E
机构
[1] Institut für Baumechanik und Numerische Mechanik, Universität Hannover, Hannover, D-30167
来源
COMMUNICATIONS IN NUMERICAL METHODS IN ENGINEERING | 1995年 / 11卷 / 11期
关键词
FINITE ELEMENT METHOD; NONLINEAR SHELL ELEMENTS; ASSUMED STRAIN APPROACH;
D O I
10.1002/cnm.1640111104
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A quadrilateral degenerated C-0 shell element is presented which relies on extensible director kinematics and which incorporates unmodified three-dimensional constitutive models. It is shown that the direct interpolation of the extensible director field causes severe locking behaviour in the case of thin shell structures. An assumed strain interpolation is proposed to overcome the thin-shell defect. Due to this modification the shell element is able to accommodate large rotations without a rotation tensor, even for very thin shells. Several large deformation examples confirm that the developed shell element is competitive with more elaborate formulations which use rotational degrees of freedom.
引用
收藏
页码:899 / 909
页数:11
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