Title of article
A BEM model applied to failure analysis of multi-fractured structures
Author/Authors
Leonel، نويسنده , , Edson Denner and Venturini، نويسنده , , Wilson Sergio and Chateauneuf، نويسنده , , Alaa، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2011
Pages
12
From page
1538
To page
1549
Abstract
Due to manufacturing or damage process, brittle materials present a large number of micro-cracks which are randomly distributed. The lifetime of these materials is governed by crack propagation under the applied mechanical and thermal loadings. In order to deal with these kinds of materials, the present work develops a boundary element method (BEM) model allowing for the analysis of multiple random crack propagation in plane structures. The adopted formulation is based on the dual BEM, for which singular and hyper-singular integral equations are used. An iterative scheme to predict the crack growth path and crack length increment is proposed. This scheme enables us to simulate the localization and coalescence phenomena, which are the main contribution of this paper. Considering the fracture mechanics approach, the displacement correlation technique is applied to evaluate the stress intensity factors. The propagation angle and the equivalent stress intensity factor are calculated using the theory of maximum circumferential stress. Examples of multi-fractured domains, loaded up to rupture, are considered to illustrate the applicability of the proposed method.
Keywords
boundary element method , Fracture mechanics , Multiple cracks , Random crack growth
Journal title
Engineering Failure Analysis
Serial Year
2011
Journal title
Engineering Failure Analysis
Record number
2339378
Link To Document