The normal and triaxial stresses on untracked ligament for different specimens were analyzed by large deformation plane strain finite element analysis (FEM) at their fracture loads, and the critical characteristic parameters (J. Q, k) of the stress field established in Part I [Fashang Ma and Zhen-Ba
Elastic-plastic fracture analysis of finite bodies—I. Description of the stress field
✍ Scribed by Ma Fashang; Kuang Zhen-Bang
- Publisher
- Elsevier Science
- Year
- 1994
- Tongue
- English
- Weight
- 818 KB
- Volume
- 48
- Category
- Article
- ISSN
- 0013-7944
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✦ Synopsis
Stress and deformation
were analyzed in detail by the large deformation plane strain finite element method for several specimens. An elastic-plastic stress field near a blunting crack tip in finite bodies was constructed;
the stress field was composed of a dominant term with a different singularity from that of the Hutchinson-Rice-Rosengren (HRR) field, and a hydrostatic stress term. It was proved that the present stress field satisfies the equations of equilibrium of stresses and compatibility of strains in solid mechanics. The field was applied to describe the stresses near a blunting crack tip and the crack blunting for several specimens. Finally, the significance of crack tip blunting was discussed by extension of the damaged zone of the crack tip.
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## Abstract Some results are given in which a modified Aitken acceleration is applied to elastic‐plastic stress analysis.
A novel method for measuring plane stress dynamic fracture toughness was presented by Xia et al. 48 17-24 (1994)]. A formula for calculating dynamic J-integral (J\*) from the measured average load-displacement behavior was introduced by extending the quasi-static deep crack formula proposed by Rice