Solving linear and nonlinear three-dimensional problems of fracture mechanics by a semi-analytic finite element method. Part 2. A procedure for computing the invariant J-integral in fem discrete models

被引:0
作者
V. A. Bazhenov
A. I. Gulyar
S. O. Piskunov
A. S. Sakharov
A. A. Shryl’
Yu. V. Maksimyuk
机构
[1] Kiev National University of Construction and Architecture,
来源
Strength of Materials | 2011年 / 43卷
关键词
fracture mechanics; invariant J-integral; path of integration; finite element method; linear and nonlinear problems;
D O I
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学科分类号
摘要
A new procedure for computing the J-integral for FEM discrete models, which is based on the use of magnitudes of nodal reactions and displacements, has been implemented. The paper presents theoretical substantiation and practical evidence that confirm the invariance of the J-integral values found by this procedure for the case of cracks of Mode I and mixed fracture mode. A three-dimensional elastic-plastic deformation problem for a compact specimen has been solved.
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[1]  
Bazhenov VA(2011)Solving linear and nonlinear three-dimensional problems of fracture mechanics by a semi-analytic finite element method. Part 1. Theoretical background and a study of efficiency of FEM procedure for solving three-dimensional problems of fracture mechanics Strength Mater. 43 15-24
[2]  
Gulyar AI(2005)Error estimation for the finite element evaluation of Finite Elements in Analysis and Design 41 1079-1104
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Fuenmayor F(undefined)An implementation of the stiffness derivative method as a discrete analytical sensitivity analysis and its application to mixed mode in LEFM undefined undefined undefined-undefined
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Baeza L(undefined)A path independent integral and approximate analysis of strain concentration by notches and crack undefined undefined undefined-undefined
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