Article ID Journal Published Year Pages File Type
1558645 Procedia Structural Integrity 2016 8 Pages PDF
Abstract

The paper deals with a review of theoretical and numerical aspects of the two-parameter J-A approach in elastic-plastic fracture mechanics. This approach is based on the three-term asymptotic expansion for the stress field near the tip of mode I crack in an elastic-plastic solid. The parameter A is introduced in fracture criterion as a constraint parameter. The unified JC-A master curve is constructed for different geometry and thickness of specimens. Constraint parameter A and J value for various configurations of specimens and the hardening exponent is computed by means of three-dimensional elastic-plastic stress analyses employing finite element method.

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Physical Sciences and Engineering Materials Science Materials Chemistry
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