## A~~-Me~~ements of J from certain formulae agree well with comphauce meas~ements for a round notched bar specimen subjected to tensile (Mode I) and torsional (Mode III) loadings. Crack growth resistance curves (R-curves) obtained by a three parameter technique are compared with those obtained by
A discussion on the mixed mode J-Integral fracture criterion
โ Scribed by Bing-Yi Yu
- Publisher
- Elsevier Science
- Year
- 1982
- Tongue
- English
- Weight
- 67 KB
- Volume
- 16
- Category
- Article
- ISSN
- 0013-7944
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โฆ Synopsis
In this paper, the material is assumed to be linearly viscoelastic with respect to the changes in stress and strain which occur during crack propagation. By using Sobotka's 2-D rheological model, the constitutive equations for non-symmetrical shear deformation with rheological effect due to non-homogeneity of materials are derived.
A variational method of the solution for the elasto-viscoplastic boundary value problem of the failure zone at the crack tip of viscoelastic cracked body is developed. The viscoplastic behaviour of the failure zone is determined by the local viscoplastic potential which establishes a relation between the rate of generalized plastic strain and the generalized stress. The geometrical construction of the generalized stress field in the space of admissible stress histories is presented, which implies the minimum principle of the generalized stress history. The boundary value problem of failure zone is here formulated in terms of the generalized stress and strain histories. and the necessary and sufficient conditions for the existence of solution are given.
๐ SIMILAR VOLUMES
The J-integral is derived for mode I and mode II cracks in orthotropic composite materials and it is shown to be independent of the integral path around the crack tip. The J-integral is then extended and applied to a newly developed energy based fracture criterion for orthotropic composite materials
The J-integral, a one-parameter average measure of the elastic-plastic field near a crack tip, was investigated as a fracture criterion for fiber-reinforced concrete. Cement paste, plain concrete and eight different steel and glass fiber concretes in the form of notched beams were tested in bending,
Recent experimentaf resuits have indicated that the f integral may serve as a vaiid parameter for predicting elastic-plastic plane strain fracture. Similar confirmation for thin section or predominantly plane stress fracture does not exist. The purpose of this investigation was to examine experiment
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