Front shape and loading evolution during cracks coalescence using an incremental perturbation method. (January 2015)

• Record Type: Journal Article
• Authors: Legrand, L.; Lazarus, V.
• Is Part Of: Engineering fracture mechanics. Volume 133(2015)
• Page Start: 40
• Page End: 51
• Publication Date: 2015-01
• Subjects: LEFM -- Brittle fracture -- Fatigue -- Perturbation approaches -- Crack front deformations -- Coalescence; Fracture mechanics -- Periodicals; Rupture, Mécanique de la -- Périodiques; Fracture mechanics; Periodicals; 620.112605
• DOI: 10.1016/j.engfracmech.2014.10.026
• Languages: English
• ISSNs: 0013-7944

Abstract

Highlights: The coalescence problem is studied with an iterative perturbation approach to two cracks. We are able to deal with large deformations induced by cracks mutual interactions. In fatigue, interaction has a weak influence on crack shape and number of cycles. In brittle fracture, crack fronts are strongly perturbed in the interaction zone. The deformations and their effect on the loading are quantified in both cases. Abstract: When two planar penny-shape cracks propagate and become sufficiently close to interact, the local stress intensity factor becomes no more constant along the fronts so that the cracks shape gradually deforms. The aim of this paper is to quantify these crack front deformations and their implication on the loading, up to their coalescence. The method used is based on numerical iterations of Bueckner–Rice weight functions perturbation approach which gives the variation of the stress intensity factor when the crack fronts are slightly perturbed in their plane. It is extended here to the case of several cracks. The advantage of this method in comparison to more standard finite element based methods is that the sole crack front lines have to be meshed and that the calculation of the mechanical fields is avoided. In fatigue, we show that for the most common materials, the deformations of the cracks are small and that the number of cycles leading to coalescence is smaller of a few percent than the one predicted for two isolated cracks. In brittle fracture, we notice, as soon as the size of the cracks becomes comparable to the distance between them, large deformations and considerable decrease of the threshold loading corresponding to the onset of crack propagation.