A stabilized equilibrium-based EFG model for computation of collapse load

An equilibrium Element-Free Galerkin (EFG) based formulation for limit analysis of rigid-perfectly plastic plane strain problems is presented. In the formulation pure stress fields are approximated using a moving least squares technique, and a stabilized conforming nodal integration scheme is used i...

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Bibliographic Details
Main Author: Le Van Canh
Format: Article
Language:English
Published: HO CHI MINH CITY OPEN UNIVERSITY JOURNAL OF SCIENCE 2011-03-01
Series:Ho Chi Minh City Open University Journal of Science - Engineering and Technology
Subjects:
Online Access:https://journalofscience.ou.edu.vn/index.php/tech-en/article/view/374