This communication studies a procedure for stress intensity factor computations using traction singular quarter-point boundary elements. Opening mode stress intensity factors are computed from the tractions' nodal values at the crack tip. A comparison is made between the factors calculated using thi
Evaluating the stress intensity factors of anisotropic bimaterials using boundary element method
β Scribed by Chao-Shi Chen; Chien-Chung Ke; Chia-Huei Tu
- Publisher
- John Wiley and Sons
- Year
- 2008
- Tongue
- English
- Weight
- 445 KB
- Volume
- 32
- Category
- Article
- ISSN
- 0363-9061
- DOI
- 10.1002/nag.673
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β¦ Synopsis
Abstract
This paper presents a boundary element method (BEM) procedure for a linear elastic fracture mechanics analysis in twoβdimensional anisotropic bimaterials. In this formulation, a displacement integral equation is only collocated on the uncracked boundary, and a traction integral equation is only collocated on one side of the crack surface. A fundamental solution (Green's function) for anisotropic bimaterials is also derived and implemented into the boundary integral formulation so that except for the interfacial crack part, the discretization along the interface can be avoided. A special crackβtip element is introduced to capture the exact crackβtip behavior. A computer program using FORTRAN has been developed to effectively calculate the stress intensity factors of an anisotropic bimaterial. This BEM program has been verified to have a good accuracy with previous studies. In addition, a central cracked bimaterial Brazilian specimen constituting cement and gypsum is prepared to conduct the Brazilian test under diametral loading. The result shows that the numerical analysis can predict relatively well the direction of crack initiation and the path of crack propagation. Copyright Β© 2007 John Wiley & Sons, Ltd.
π SIMILAR VOLUMES
In this paper, a quadratic polynomial expression is used as the displacement shape function to develop the Boundary Contour Method. In this work, the divergence free property of the J integral is proved; the evaluation of the J integral is transformed, through an application of Stokes' theorem, into