2013
DOI: 10.1016/j.engfracmech.2013.10.002
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The extended finite element method for large deformation ductile fracture problems with a non-local damage-plasticity model

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Cited by 50 publications
(20 citation statements)
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“…In this study, due to the lack of such information, we adopt a value of l m = 0.3 mm, which is within a widely adopted range of 0.3 to 0.5 mm in many nonlocal ductile fracture models. [54][55][56] The material parameters adopted are shown in Table 1. Note that different damage parameters are adopted for the conventional and localizing gradient enhanced models, to match the experimentally obtained softening response.…”
Section: Smiley Shear Plate Testmentioning
confidence: 99%
“…In this study, due to the lack of such information, we adopt a value of l m = 0.3 mm, which is within a widely adopted range of 0.3 to 0.5 mm in many nonlocal ductile fracture models. [54][55][56] The material parameters adopted are shown in Table 1. Note that different damage parameters are adopted for the conventional and localizing gradient enhanced models, to match the experimentally obtained softening response.…”
Section: Smiley Shear Plate Testmentioning
confidence: 99%
“…In order to model the weak discontinuities in large deformations, the Lagrangian formulation is employed in the framework of X-FEM technique (Broumand & Khoei, 2013;Khoei, Biabanaki, & Anahid, 2008). Since the enrichment function (x) is defined on an initial undeformed configuration, an appropriate mapping is used to transfer the values of enrichment functions on the current configuration in an updated Lagrangian framework.…”
Section: Large X-fem Deformation Discretizationmentioning
confidence: 99%
“…Commonly, softening induced by the full coupling of damage with local models induces an important dependence on the mesh size. In order to avoid this complex problem, various non-local models are developed in the literature (Brunet et al, 2005, Broumand andKhoei, 2013). Another way used in this framework to avoid this problem is to identify the mesh size ∆x within material parameters.…”
Section: Parameters Identification Using Coupled Calculationsmentioning
confidence: 99%