2019
DOI: 10.1016/j.compositesa.2019.04.026
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A simulation method for fatigue-driven delamination in layered structures involving non-negligible fracture process zones and arbitrarily shaped crack fronts

Abstract: Most of the existing methods for fatigue-driven delamination are limited to two-dimensional (2D) applications or their predictive capabilities have not been validated in three-dimensional (3D) problems.This work presents a new cohesive zone-based computational method for simulating fatigue-driven delamination in the analysis of 3D structures without crack migration. The method accurately predicts fatigue propagation of non-nelgigible fracture process zones with arbitrarily shaped delamination fronts.The model … Show more

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Cited by 35 publications
(13 citation statements)
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“…One exception is the method presented by Carreras et al [26]. The method was implemented as a user-defined cohesive element in Abaqus, and the predicting capabilities of this method were demonstrated by comparison with experimental benchmark tests on carbon fibre reinforced polymer (CFRP) specimens [27].…”
Section: Introductionmentioning
confidence: 99%
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“…One exception is the method presented by Carreras et al [26]. The method was implemented as a user-defined cohesive element in Abaqus, and the predicting capabilities of this method were demonstrated by comparison with experimental benchmark tests on carbon fibre reinforced polymer (CFRP) specimens [27].…”
Section: Introductionmentioning
confidence: 99%
“…In all cases, the simulation results matched the experimental data very well. All the input parameters introduced in the simulations presented in [26] were obtained experimentally from fatigue propagation tests on coupon specimens, thus avoiding calibrating the method to adjust any kind of fitting parameter. This, together with the demonstrated accuracy in predicting the delamination front evolution, make the method the perfect candidate to be integrated into the libraries of commercial FE codes as a built-in simulation function.…”
Section: Introductionmentioning
confidence: 99%
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“…Locally, cohesive elements follow a fatigue constitutive law that is usually an extension of a bilinear static cohesive law [11][12][13][14][15][16][17][18], taking into account an assumed number of fatigue cycles in a given time increment. The number of cycles elapsed in a fatigue model over one second is here defined as 'numerical fatigue frequency', which is usually much larger than the fatigue frequency of actual tests.…”
Section: Introductionmentioning
confidence: 99%