Using finite strain 3D-material models in beam and shell elements
In this paper an interface is derived for the use of arbitrary 3D-material laws in finite elements which include special stress conditions. The mechanical models of beams and shells are usually based upon zero-stress conditions. This requires a material law respecting the stress condition for each f...
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Published in | Engineering computations Vol. 19; no. 8; pp. 902 - 921 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Bradford
MCB UP Ltd
01.01.2002
Emerald Group Publishing Limited |
Subjects | |
Online Access | Get full text |
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Summary: | In this paper an interface is derived for the use of arbitrary 3D-material laws in finite elements which include special stress conditions. The mechanical models of beams and shells are usually based upon zero-stress conditions. This requires a material law respecting the stress condition for each finite element formulation. Complicated materials, e.g. finite strain models are often described in the 3D-continuum. Considering the zero-stress condition requires a reformulation of these material laws, which is often complicated. The subject of this paper is to incorporate physically non-linear 3D-material laws in beam and shell elements. To this effect a local algorithm will be developed to condense an arbitrary 3D-material law with respect to the zero-stress condition. The algorithm satisfies the stress condition at each integration point on the element level. A comparison of the proposed algorithm to a prior algorithm is made to highlight the properties of the current proposal. |
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Bibliography: | SourceType-Scholarly Journals-1 ObjectType-Feature-1 content type line 14 ObjectType-Article-2 content type line 23 |
ISSN: | 0264-4401 1758-7077 |
DOI: | 10.1108/02644400210450341 |