2009
DOI: 10.1007/s00161-009-0106-4
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Quasistatic delamination problem

Abstract: We study delamination of two elastic bodies glued together by an adhesive that can undergo a unidirectional inelastic rate-independent process. The quasistatic delamination process is thus activated by time-dependent external loadings, realized through body forces and displacements prescribed on parts of the boundary. The novelty of this work consists of considering the glue as infinitesimally thin and ideally rigid in the sense that a crack in the glue cannot be seen before, speaking "microscopically", all ma… Show more

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Cited by 50 publications
(58 citation statements)
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“…(2.6) and (3.1c) below, differs significantly from the scaling applied in [42] for the setting of energetic solutions. On the first glance, the new scaling even looks rather surprising because asymptotically the fracture toughness tends to 0, and thus, the dissipated energy due to delamination vanishes.…”
Section: Introductionmentioning
confidence: 92%
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“…(2.6) and (3.1c) below, differs significantly from the scaling applied in [42] for the setting of energetic solutions. On the first glance, the new scaling even looks rather surprising because asymptotically the fracture toughness tends to 0, and thus, the dissipated energy due to delamination vanishes.…”
Section: Introductionmentioning
confidence: 92%
“…This last example even exhibits a good qualitative agreement with an everyday experience that, in very brittle materials, like, e.g., glass or, here, the brittle adhesive, the crack propagates very easily if once nucleated. Obviously, the scaling keeping the dissipation fixed as on Figure 2 (left) and as used for the energetic solutions in [42] would give completely wrong response without any delamination in the limit. Conversely, energetic solutions with the scaling as on Figure 2 (right) (3.1c) would give also completely wrong response with delamination at the very beginning.…”
Section: Computational Experiments: Cylindrical Inclusion Under a Tramentioning
confidence: 99%
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“…For ε > 0 the proposition has been proven for the unscaled problem in [35]. The case ε = 0 can be treated similarly.…”
Section: Theorem 54 (Existence Of Solution For ε Fixed) (I) Letmentioning
confidence: 83%
“…In this context crack growth is studied, differently from Griffith's approach, without prescribing the crack path position. Nonetheless in several contexts it is still convenient to start the study within the framework in which the crack path is known in advance, see, e.g., [7,18,19] and references therein.…”
Section: Introductionmentioning
confidence: 99%