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Geometrically non linear 3-D dynamic analysis of shells

โœ Scribed by C.R. Wouters

Publisher
Elsevier Science
Year
1982
Tongue
English
Weight
423 KB
Volume
15
Category
Article
ISSN
0045-7949

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โœฆ Synopsis

This paper presents applications of a new code for shells of arbitrary shape. The geometrically non linear dynamic analysis is based on a total Lagrangian formulation and thedirect time integration of the equations of motion. The cost effectiveness of a static condensation is shown and comparison of numerical results for classical examples of theliterature (plates, arches and spherical shells) are presented using a full 3-D code.

๐Ÿ“œ SIMILAR VOLUMES

A nine node finite element for analysis
A nine node finite element for analysis of geometrically non-linear shells
โœ J. J. Rhiu; S. W. Lee ๐Ÿ“‚ Article ๐Ÿ“… 1988 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 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