๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

On using degenerated solid shell elements in adaptive refinement analysis

โœ Scribed by C. K. Lee; K. Y. Sze; S. H. Lo


Publisher
John Wiley and Sons
Year
1999
Tongue
English
Weight
723 KB
Volume
45
Category
Article
ISSN
0029-5981

No coin nor oath required. For personal study only.

โœฆ Synopsis


Three di!erent degenerated shell elements are studied in an adaptive re"nement procedure for the solution of shell problems. The stress recovery procedure expressed in a convective patch co-ordinate system is used for the construction of continuous smoothed stress "elds for the a posteriori error estimation. The performance of the stress recovery procedure, the error estimator and the adaptive re"nement strategy are tested by solving three benchmark shell problems. It is found that when adaptive re"nement is used, the adverse e!ects of boundary layers and stress singularities are eliminated and all the elements tested are able to achieve their optimal convergence rates. It is also found that the accuracy of the shell elements increases with the number of polynomial terms included in the stress and strain approximations. In addition, if complete Lagrangian polynomial terms are used, the element will be less sensitive to shape distortion than the one in which only complete polynomial terms are employed.


๐Ÿ“œ SIMILAR VOLUMES


Automatic adaptive refinement for shell
โœ C. K. Lee; R. E. Hobbs ๐Ÿ“‚ Article ๐Ÿ“… 1997 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 638 KB

An automatic adaptive refinement procedure for the analysis of shell structures using the nine-node degenerated solid shell element is suggested. The basic adaptive refinement principle and the effects of singularities and boundary layers on the convergence rate of the nine-node element used are dis

On using different finite elements with
โœ C. K. Lee; R. E. Hobbs ๐Ÿ“‚ Article ๐Ÿ“… 1997 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 439 KB ๐Ÿ‘ 2 views

A series of numerical tests is carried out employing some commonly used finite elements for the solution of 2-D elastostatic stress analysis problems with an automatic adaptive refinement procedure. Different kinds of elements including Lagrangian quadrilateral and triangular elements, serendipity q