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Hybrid-stress solid elements for shell structures based upon a modified variational functional

✍ Scribed by K. Y. Sze; S. H. Lo; L.-Q. Yao


Publisher
John Wiley and Sons
Year
2002
Tongue
English
Weight
207 KB
Volume
53
Category
Article
ISSN
0029-5981

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In the recent years, solid-shell "nite element models which possess no rotational degrees of freedom and applicable to thin plate/shell analyses have attracted considerable attention. Development of these elements are not straightforward. Shear, membrane, trapezoidal, thickness and dilatational lock

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In Part I of the paper, a hybrid-stress-assumed natural strain eight-node solid-shell element immune to shear, membrane, trapezoidal, thickness and dilatational lockings has been developed. Moreover, the element computational cost is reduced by enforcing admissible sparsity in the #exibility matrix.

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This paper presents an eighteen-node solid element for geometric nonlinear analysis of shells. Starting from a stressresultant approach, a modified generalized laminate stiffness matrix is developed. The matrix resolves not only thickness locking but also some abnormalities encountered in laminate a