Title of article :
IMPROVED ENHANCED STRAIN FOUR-NODE ELEMENT WITH TAYLOR EXPANSION OF THE SHAPE FUNCTIONS
Author/Authors :
JO E KORELC، نويسنده , , PETER WRIGGERS، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 1997
Abstract :
A class of enhanced strain four-node elements with Taylor expansion of the shape function derivatives is
presented. A new concept of enhancement using besides the `standardʹ enhanced strain elds also two other
enhanced elds is developed on the basis of the Hu{Washizu principle. For rst-order Taylor expansion
enhanced modes become uncoupled, thus only a negligible amount of computing e ort for the static conden-
sation of enhanced modes is needed. Furthermore, the formulation permits a symbolic integration, which leads
to a closed-form solution for the element tangent matrix. Several numerical examples show that the element
is stable, invariant, passes the patch test and yields good results especially in the highly distorted regime.
Keywords :
symbolic integration , nite element method , enhanced strain method
Journal title :
International Journal for Numerical Methods in Engineering
Journal title :
International Journal for Numerical Methods in Engineering