2020
DOI: 10.1016/j.jmps.2020.104027
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Revisiting nucleation in the phase-field approach to brittle fracture

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Cited by 125 publications
(67 citation statements)
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“…The capabilities of variational phase field models in incorporating the concepts of material strength and toughness bring them in agreement with the coupled criterion of finite fracture mechanics [64,65], but with the additional modelling capabilities intrinsic to phase field models. Along these lines, several modelling strategies and constitutive prescriptions have been presented to enhance the crack nucleation capabilities of phase field models and decouple the strength and the phase field length scale [43,66,67].…”
Section: Discussionmentioning
confidence: 99%
“…The capabilities of variational phase field models in incorporating the concepts of material strength and toughness bring them in agreement with the coupled criterion of finite fracture mechanics [64,65], but with the additional modelling capabilities intrinsic to phase field models. Along these lines, several modelling strategies and constitutive prescriptions have been presented to enhance the crack nucleation capabilities of phase field models and decouple the strength and the phase field length scale [43,66,67].…”
Section: Discussionmentioning
confidence: 99%
“…The prescribed phase-field value was shown to be necessary as the creation of the crack required more energy than the propagation of an already existing damage field (Klinsmann et al, 2015;Sargado et al, 2018;Tanné et al, 2018). Recently Kumar et al (2020) proposed an additional crack driving force attributed to microscopic damage to account for the correct nucleation phenomenon.…”
Section: Mode I Tensile Opening In An Infinite Planementioning
confidence: 99%
“…In this framework, Lorentz (2017) proposed a damage model with gradient damage regularization featuring the correct strength surface of plain concrete under multi-axial tension, by introducing a residual elastic energy in compressive states. Kumar et al (2020) advocates the use of non-variational models, claiming explicitly that the strength cannot be solely a result of energy minimization, criticizing the approach proposed in (Amor et al, 2009;Pham et al, 2011b;Pham et al, 2011c;Tanné et al, 2018). In short their arguments are the following: (i) when using the standard isotropic variational phase-field model of Bourdin et al (2000b) (i.e.…”
Section: Introductionmentioning
confidence: 99%
“…Then, we propose a novel variational model featuring a generalized energy density decomposition which leads to a strength surface of the Drucker-Prager type, where the ratio between the shear and the tensile strengths (or the compressive and the tensile strengths) can be freely tuned to match the experimental data. The identification procedure and the capability of the model to match the experimental multiaxial strength surface are illustrated on the same examples used in Kumar et al (2020). The new decomposition encompasses those proposed in Amor et al (2009) and (in two dimensions) Freddi and Royer-Carfagni (2010) as special cases.…”
Section: Introductionmentioning
confidence: 99%