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A finite element formulation with stabilization matrix for geometrically non-linear shells

✍ Scribed by J. H. Kim; S. W. Lee

Publisher
John Wiley and Sons
Year
1992
Tongue
English
Weight
983 KB
Volume
33
Category
Article
ISSN
0029-5981

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πŸ“œ SIMILAR VOLUMES

A nine node finite element for analysis
A nine node finite element for analysis of geometrically non-linear shells
✍ J. J. Rhiu; S. W. Lee πŸ“‚ Article πŸ“… 1988 πŸ› John Wiley and Sons 🌐 English βš– 789 KB

A nine node finite element is presented for the analysis of thin shell structures undergoing large deflection. The finite element formulation is based on the concept of degenerate solid shell element and the Hellinger-Reissner principle with independent strain. Three versions of assumed independent