A new marching ridges algorithm for crack path tracking in regularized media

INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES

卷:71

Article

Feld-Payet, S.¹  Chiaruttini, V.¹  Besson, J.²  Feyel, F.³ 

[1] Onera French Aerosp Lab, F-92322 Chatillon, France

[2] Mines ParisTech, Ctr Mat, CNRS UMR 7633, F-91003 Evry, France

[3] Safran SA, Safran Tech, Etab Paris Saclay, F-78772 Magny Les Hameaux, France

关键词: Tracking algorithm;    Crack propagation;    Strain localization;    Quasi-static ductile failure;    Dynamic crack branching;   

DOI  :  10.1016/j.ijsolstr.2015.04.043

来源: Elsevier

【 摘 要 】

Tracking algorithms are used to predict crack paths in structures modeled with the finite element method, in such a way that the paths do not depend on the selected mesh. For regularized media, the simplest methods rely on scalar variables, somehow related to material degradation. Despite their simplicity, they suffer from a major limitation: they allow the crack to initiate and propagate in only one direction. Consequently, such approaches usually fail in case of crack branching or crack initiation inside the structure. To overcome this difficulty, we propose a new crack path tracking algorithm. It is designed to simultaneously detect several local maxima of a degradation-related variable by following the associated ridge lines. That is why the algorithm proposed in this paper could be referred to as a marching ridges algorithm. The performance of the proposed approach is illustrated by three numerical examples within different frameworks. The first ones show that the algorithm can be used to insert crack increments during a ductile failure computation with a quasi-static implicit resolution procedure, in 2D and 3D. The last example proves that the algorithm can be used as a post-processing tool to capture dynamic crack branching from a damage distribution image only. (C) 2015 Elsevier Ltd. All rights reserved.

【 授权许可】

Free