2013
DOI: 10.1177/1056789513500295
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On structural computations until fracture based on an anisotropic and unilateral damage theory

Abstract: This paper describes the formulation and numerical implementation of a family of anisotropic and unilateral damage models for the prediction of damage and final rupture in engineering structures. The damage can be load oriented, microstructure oriented, or (for the first time within this modeling framework) softening. The local equations are solved using a combination of fixed-point and Newton-Raphson algorithms, whose efficiencies are drastically improved through Aitken's relaxation and BFGS approximation. A … Show more

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Cited by 15 publications
(16 citation statements)
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“…The present work is based on fracture mechanics [2][3][4][5][6][7][8][9][10][11][12] framework rather than on continuum damage mechanics [13,14] because we model the propagation of sharp cracks in the material. Majority of the existing computational methods employing fracture mechanics principles utilize either one of the following frameworks:…”
Section: Brief Overview Of Relevant Methodsmentioning
confidence: 99%
“…The present work is based on fracture mechanics [2][3][4][5][6][7][8][9][10][11][12] framework rather than on continuum damage mechanics [13,14] because we model the propagation of sharp cracks in the material. Majority of the existing computational methods employing fracture mechanics principles utilize either one of the following frameworks:…”
Section: Brief Overview Of Relevant Methodsmentioning
confidence: 99%
“…Since growth is driven by the elastic strains trueEe, which are in turn affected by growth as trueFe=trueF·Fgtrue‗-1, we iteratively determine the growth multiplier ϑ g at the integration point level at every global iteration step. Rather than using a consistent Newton-Raphson procedure, which requires a consistent algorithmic linearization (Göktepe, Abilez and Kuhl, 2010; Göktepe, Abilez, et al, 2010), we adopt a local fixed-point iteration, supplemented by Aitken’s relaxation (Genet, Marcin and Ladeveze, 2013). For the time integration, we use an implicit mid-point rule.…”
Section: Methodsmentioning
confidence: 99%
“…In this paper, we use a classical approach, based on the idea that only positive deformations will turn existing defects into propagating cracks, which has been experimentally evidenced for robocast scaffolds [Miranda et al, 2007], and used in several models e.g. for concrete [Desmorat, 2006] and ceramic matrix composites [Genet et al, 2012b]. Thus, we will consider the following probability law: PF=1exp(1V0Vtrue(true¯̱+0true)mdV) where true¯̱+ is the positive part of the deformation tensor, built by removing all non-positive eigenvalues from true¯̱.…”
Section: Modeling and Methodsmentioning
confidence: 99%