A Parametric Study for Four Node Bilinear EAS Shell Elements
Keyword(s):
ABSTRACTA locking free formulation of 4-node bilinear shell element and its application to shell structures is demonstrated. The Enhanced Assumed Strain (EAS) method based on three-field variational principle of Hu-Washizu is used in the formulation. Transverse shear locking and membrane locking are circumvented by means of enhancing the displacement-dependent strain field with extra assumed strain field. Several benchmark shell problems are analyzed.
2006 ◽
Vol 66
(2)
◽
pp. 214-249
◽
Keyword(s):
2019 ◽
Vol 354
◽
pp. 850-870
Keyword(s):
2003 ◽
Vol 17
(08n09)
◽
pp. 1877-1883
◽
Keyword(s):
2001 ◽
Vol 53
(7)
◽
pp. 1721-1750
◽
Keyword(s):
2016 ◽
Vol 825
◽
pp. 99-104
◽