2009
DOI: 10.1002/nme.2651
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An enriched cohesive zone model for delamination in brittle interfaces

Abstract: Application of standard cohesive zone models in a finite element framework to simulate delamination in brittle interfaces may trigger non‐smooth load–displacement responses that lead to the failure of iterative solution procedures. This non‐smoothness is an artifact of the discretization; and hence it can be avoided by sufficiently refining the mesh leading to unacceptably high computational costs and a low efficiency and robustness. In this paper, a process‐driven hierarchical extension is proposed to enrich … Show more

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Cited by 34 publications
(24 citation statements)
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“…Even though the new formulation showed encouraging results when applied to mode I and mixed-mode problems, the use of element sizes larger than 2 mm remained problematic. An analogous approach was investigated by Samimi et al [53]. The adaptive CZM suggested by Hu et al [54], where a pre-softening zone is inserted ahead of the existing traditional softening zone, yielded similar results (i.e.…”
Section: Theoretical Background: the Cohesive Zone Model (Czm)mentioning
confidence: 85%
“…Even though the new formulation showed encouraging results when applied to mode I and mixed-mode problems, the use of element sizes larger than 2 mm remained problematic. An analogous approach was investigated by Samimi et al [53]. The adaptive CZM suggested by Hu et al [54], where a pre-softening zone is inserted ahead of the existing traditional softening zone, yielded similar results (i.e.…”
Section: Theoretical Background: the Cohesive Zone Model (Czm)mentioning
confidence: 85%
“…Recent studies in this direction have been reviewed. [22][23][24][25] Note that there is no detailed parametric analysis available of the influence of the form of the law of bond deformation on the convergence of the numerical solution and the stress state in the crack bridged zone.…”
Section: Figmentioning
confidence: 99%
“…We therefore consider the extension of the Q1C2 element presented in Section 3.2 to 3D. To satisfy property (23) in 3D, the Q1C2 element requires nine nodes on the contact surface and four nodes in the interior as shown in Figure 9. The standard shape functions for the trilinear quadrilateral with eight nodes are given by…”
Section: D Contact Enrichment Elements Based On P-refinementmentioning
confidence: 99%