2022
DOI: 10.1016/j.engfracmech.2021.108177
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An anisotropic cohesive fracture model: Advantages and limitations of length-scale insensitive phase-field damage models

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Cited by 27 publications
(15 citation statements)
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“…4. Solving the system of equations without using the arc-length method, leads to a sudden drop in the force-displacement curve; see [5] for more details. Models are sharing the same path until the softening regime.…”
Section: A Numerical Example: An Asymmetrically Notched Specimenmentioning
confidence: 99%
See 1 more Smart Citation
“…4. Solving the system of equations without using the arc-length method, leads to a sudden drop in the force-displacement curve; see [5] for more details. Models are sharing the same path until the softening regime.…”
Section: A Numerical Example: An Asymmetrically Notched Specimenmentioning
confidence: 99%
“…Finally, the damage threshold Y 0 can be set to zero since, for the PF formulation, the threshold does not exist. One can refer to the cohesive phase-field formulations see [4,5], or the work of [16] in order to incorporate damage threshold in the phase-field formulation. In the scope of this work, Y 0 ≈ 0 is considered.…”
Section: Ge At2 Pf Connectionmentioning
confidence: 99%
“…In the work of Lorentz et al [33,34] and Wu et al [56], a rational degradation function was proposed. It is shown that the material response for this formulation converges to the sharp interface behavior (cohesive zone) as 0 decreases [43]. The specific form of the length-scale-insensitive model is taken in this work.…”
Section: Temperature-dependent Phase-field Fracture Modelmentioning
confidence: 99%
“…The main driving force for these developments is the possibility to handle complex fracture phenomena within numerical methods in two and three dimensions. In recent years, several brittle [5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27] and ductile [28,29,30,31,32,33,34,35,36,37,38,39,40,41] phase-field fracture formulations have been proposed in the literature. These studies range from the modeling of Figure 1: Offshore Wind Turbine (source: germanoffshorewind.org) with different concrete microstructures.…”
Section: Introductionmentioning
confidence: 99%