Three-dimensional BEM analysis to assess delamination cracks between two transversely isotropic materials
Beyond the inherent attribute of reducing the dimensionality of the problem, the attraction of the Boundary Element Method (BEM) to deal with fracture mechanic problems is its accuracy to solve strong geometrical discontinuities. Within this context, it is presented in this paper a three-dimensional...
| Autores: | , , |
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| Tipo de recurso: | artículo |
| Estado: | Versión publicada |
| Fecha de publicación: | 2011 |
| País: | Argentina |
| Institución: | Consejo Nacional de Investigaciones Científicas y Técnicas |
| Repositorio: | CONICET Digital (CONICET) |
| Idioma: | inglés |
| OAI Identifier: | oai:ri.conicet.gov.ar:11336/43411 |
| Acceso en línea: | http://hdl.handle.net/11336/43411 |
| Access Level: | acceso abierto |
| Palabra clave: | Boundary Element Composite Materials Fracture Mechanics Three-Dimensional Interface Cracks Transversely Isotropic Bimaterials Energy Domain Integral Boundary Element Method https://purl.org/becyt/ford/2.3 https://purl.org/becyt/ford/2 |
| Sumario: | Beyond the inherent attribute of reducing the dimensionality of the problem, the attraction of the Boundary Element Method (BEM) to deal with fracture mechanic problems is its accuracy to solve strong geometrical discontinuities. Within this context, it is presented in this paper a three-dimensional implementation of the Energy Domain Integral (EDI) for the analysis of interface cracks in transversely isotropic bimaterials. The EDI allows extending the two-dimensional J-integral to three dimensions by means of a domain representation naturally compatible with the BEM, in which the required stresses, strains and derivatives of displacements are evaluated using their appropriate boundary integral equations. To this end, the BEM implementation uses a set of recently introduced fundamental solutions for transversely isotropic materials. Several examples are solved in order to demonstrate the efficiency and accuracy of the implementation to solve straight and curved crack-front problems. |
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