A cohesive crack propagation model: Mathematical theory and numerical solution

Leugering, G., Prechtel, M., Steinmann, P. and Stingl, M. (2013) A cohesive crack propagation model: Mathematical theory and numerical solution. Communications on Pure and Applied Analysis, 12(4), pp. 1705-1729. (doi: 10.3934/cpaa.2013.12.1705)

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Abstract

We investigate the propagation of cracks in 2-d elastic domains, which are subjected to quasi-static loading scenarios. As we take cohesive effects along the crack path into account and impose a non-penetration condition, inequalities appear in the constitutive equations describing the elastic behavior of a domain with crack. In contrast to existing approaches, we consider cohesive effects arising from crack opening in normal as well as in tangential direction. We establish a constrained energy minimization problem and show that the solution of this problem satisfies the set of constitutive equations. In order to solve the energy minimization problem numerically, we apply a finite element discretization using a combination of standard continuous finite elements with so-called cohesive elements. A particular strength of our method is that the crack path is a result of the minimization process. We conclude the article by numerical experiments and compare our results to results given in the literature.

Item Type:Articles
Status:Published
Refereed:Yes
Glasgow Author(s) Enlighten ID:Steinmann, Professor Paul
Authors: Leugering, G., Prechtel, M., Steinmann, P., and Stingl, M.
College/School:College of Science and Engineering > School of Engineering > Infrastructure and Environment
Journal Name:Communications on Pure and Applied Analysis
Publisher:American Institute of Mathematical Sciences
ISSN:1534-0392
ISSN (Online):1553-5258
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