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A 4-node Shell Element with Enhanced Assumed Strain and Assumed Natural Strain
송삭(Songsak),사차락(Sacharuck),김영회(Kim Young Hoe),김기두(Kim Ki Du) 대한토목학회 2006 대한토목학회 학술대회 Vol.2006 No.10
The formulation of a nonlinear shell element is presented for the solution of problems of plates and shells. The membrane and shear behavior of the present element was improved by using enhanced assumed strain (EAS) and assumed natural strain method (ANS) such that the element performs very well in thin shell problems. The numerical examples show very good agreement with the references.