Notice of RetractionFracture mechanics analysis of cracked structure with partitioned coupled approach

Notice of Retraction

After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.

We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.

The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.

This paper describes fracture mechanics simulation with a partitioned iterative coupling method. Here an analysis object, i.e. a cracked structure, is decomposed into two domains, i.e. the one with a crack and the other without crack, both of which are analyzed separately. The size of the cracked domain is smaller, whereas the other domain is much larger. Fracture mechanics analysis is performed only in the small domain. To satisfy both geometric compatibility and force equilibrium on the boundary of the two domains, the two domains are analyzed repeatedly till getting convergence using some iterative solution technique. A benchmark analysis was performed to validate the method and to evaluate computational performance. The computed stress intensity factors were as accurate as those obtained using a conventional FEM and theoretical solution, while computational performance was comparable.