Analysis of slope failure by an explicit nonlinear finite element method : Three-dimensional Analysis by a Variable-Compliance-Type Constitutive-Law

2003 ◽  
Vol 2003 (0) ◽  
pp. 257-258
Author(s):  
Taiyou TAKUMA ◽  
Hiroshi OKADA ◽  
Yasuyoshi FUKUI ◽  
Noriyoshi KUMAZAWA
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Dimensional Analysis ◽  
Slope Failure ◽  
Three Dimensional ◽  
Nonlinear Finite Element ◽  
Constitutive Law ◽  
Nonlinear Finite Element Method ◽  
Variable Compliance ◽  
Element Method

Analysis of slope failure by an explicit nonlinear finite element method

2003 ◽  
Vol 2003.56 (0) ◽  
pp. 277-278
Author(s):  
Taiyou TAKUMA ◽  
Hiroshi OKADA ◽  
Yasuyoshi FUKUI ◽  
Noriyoshi KUMAZAWA
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Slope Failure ◽  
Nonlinear Finite Element ◽  
Nonlinear Finite Element Method ◽  
Element Method

GENERALIZED FINITE ELEMENT METHOD FOR NONLINEAR THREE-DIMENSIONAL ANALYSIS OF SOLIDS

2008 ◽  
Vol 05 (01) ◽  
pp. 37-62 ◽  
Author(s):  
SERGIO PERSIVAL BARONCINI PROENÇA ◽  
IVAN FRANCISCO RUIZ TORRES
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Dimensional Analysis ◽  
Damage Model ◽  
Three Dimensional ◽  
Generalized Finite Element Method ◽  
Good Tool ◽  
Selective Enrichment ◽  
Generalized Finite Element ◽  
Element Method

The Generalized Finite Element Method (GFEM) is employed in this paper for the numerical analysis of three-dimensional solids under nonlinear behavior. A brief summary of the GFEM as well as a description of the formulation of the hexahedral element based on the proposed enrichment strategy are initially presented. Next, in order to introduce the nonlinear analysis of solids, two constitutive models are briefly reviewed: Lemaitre's model, in which damage and plasticity are coupled, and Mazars's damage model suitable for concrete under increased loading. Both models are employed in the framework of a nonlocal approach to ensure solution objectivity. In the numerical analyses carried out, a selective enrichment of approximation at regions of concern in the domain (mainly those with high strain and damage gradients) is exploited. Such a possibility makes the three-dimensional analysis less expensive and practicable since re-meshing resources, characteristic of h-adaptivity, can be minimized. Moreover, a combination of three-dimensional analysis and the selective enrichment presents a valuable good tool for a better description of both damage and plastic strain scatterings.

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