2021
DOI: 10.1016/j.compstruct.2021.114494
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A reduced-input cohesive zone model with regularized extended finite element method for fatigue analysis of laminated composites in Abaqus

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Cited by 31 publications
(13 citation statements)
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“…The composite curved beam contains 36 plies with unidirectional stacking sequence in 0°. The ply thickness is 0.183 mm, and the IM7/8552 material properties 43 are used as shown in Table 1.…”
Section: Resultsmentioning
confidence: 99%
See 1 more Smart Citation
“…The composite curved beam contains 36 plies with unidirectional stacking sequence in 0°. The ply thickness is 0.183 mm, and the IM7/8552 material properties 43 are used as shown in Table 1.…”
Section: Resultsmentioning
confidence: 99%
“…The ply thickness is 0.183 mm, and the IM7/8552 material properties 43 are used as shown in Table 1.…”
Section: Resultsmentioning
confidence: 99%
“…This model has widely been used in the computational analysis of CFRP composites. [28,29] The macroscale finite element analysis (FEA) has been used to evaluate the fiber fragmentation mechanism of single fiber composite (SFC). [30] The CZM also is used to develop the mixed-mode damaging beamlattice model using the discrete element method.…”
Section: Introductionmentioning
confidence: 99%
“…Murri et al and Zhang et al developed analyses for the durability of tapered composite beams subjected to combined loads 8,9 . Liang et al demonstrated the ability of an extended finite element model to predict the ply migration of fatigue‐driven delaminations 10 . However, test cases where the delamination does not evolve in a self‐similar manner are often too complex both in terms of configuration, response, and failure modes to be used as a benchmark for the validation of numerical damage models focused on the propagation of delamination.…”
Section: Introductionmentioning
confidence: 99%
“…In addition, the model is easy to implement because it is purely local; that is, the damage at an integration point only depends on the accumulated history of the cyclic stresses. Liang 10 adopted the CF20 model to simulate a clamped tapered beam (CTB) subelement focusing on crack initiation and delamination migration. The innovative aspect of the present study is that it demonstrates that the evolution of a relatively complex delamination front can be predicted based on few independently characterized properties and without adjustments based on expected outcome.…”
Section: Introductionmentioning
confidence: 99%