Publication Date:
2004
abstract:
The paper presents a fully-coupled numerical model for the analysis of fracture initiation and propagation in a two
dimensional non-homogeneous elastic medium driven by mechanical loads and transient thermal fields. Cohesive crack
behaviour is assumed for the solid. The solution of the coupled problem is obtained by using the finite element method
without using special approximation techniques nor interface elements. Evolution of the process zone results in continuous
changes of the domain topology. This is accounted for by updating the boundary geometry and successive remeshing
of the domain. Optimality of the shape of the finite elements generated is controlled and the mesh density is adjusted
adaptively on the basis of an error estimator. Two numerical applications are presented, which demonstrate the effectiveness
of the proposed procedure. In the first, comparison is made with a laboratory experiment, whereas the second
handles a problem with crack path completely unknown.
Iris type:
01.01 Articolo in rivista
Keywords:
Discrete crack models; Cohesive fracture; Thermal loads; Adaptive remeshing; Bimaterial sample
List of contributors:
Secchi, Stefano
Published in: