Title of article :
Smart element method II. An element based on the finite Eshelby tensor
Author/Authors :
Gang Wang، نويسنده , , Xiaohu Liu، نويسنده , , Shaofan Li، نويسنده , , Nicholas Sitar، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2005
Pages :
31
From page :
1303
To page :
1333
Abstract :
In this study, we apply the newly derived finite Eshelby tensor in a variational multiscale formulation to construct a smart element through a more accurate homogenization procedure. The so-called Neumann– Eshelby tensor for an inclusion in a finite domain is used in the fine scale feedback procedure to take into account the interactions among different scales and elements. Numerical experiments have been conducted to compare the performance and robustness of the new element to earlier formulations. The results showed that the smart element constructed via the Neumann–Eshelby tensor of a finite domain provides better numerical accuracy than that constructed via the Eshelby tensor of an infinite domain. Moreover, it can relieve volumetric locking
Keywords :
eigenstrain method , homogenization , Eshelby tensors , variationalmultiscale method , feedback finite element
Journal title :
International Journal for Numerical Methods in Engineering
Serial Year :
2005
Journal title :
International Journal for Numerical Methods in Engineering
Record number :
425536
Link To Document :
بازگشت