2008
DOI: 10.1007/s00161-008-0071-3
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Dynamic fracture: an example of convergence towards a discontinuous quasistatic solution

Abstract: Considering a one-dimensional problem of debonding of a thin film in the context of Griffith's theory, we show that the dynamical solution converges, when the speed of loading goes down to 0, to a quasi-static solution including an unstable phase of propagation. In particular, the jump of the debonding induced by this instability is governed by a principle of conservation of the total quasi-static energy, the kinetic energy being negligible.

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Cited by 22 publications
(40 citation statements)
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“…13 the dynamic jump process is continuous (the crack propagates at a finite speed bounded by the shear wave speed) compared to the quasi-static one where the jump occurs necessarily in a discontinuous fashion between two iterations. We verify the conclusions drawn in [35] that the kinetic energy K plays only a transient role in this problem, as it attains a finite value during the jump and becomes again negligible after. The dynamic potential energy P = E + S after the jump is slightly bigger that its value before the jump, due to the fact that the loading speed k = 0.001 is small but not zero.…”
Section: Discontinuous Fracture Toughness Casessupporting
confidence: 85%
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“…13 the dynamic jump process is continuous (the crack propagates at a finite speed bounded by the shear wave speed) compared to the quasi-static one where the jump occurs necessarily in a discontinuous fashion between two iterations. We verify the conclusions drawn in [35] that the kinetic energy K plays only a transient role in this problem, as it attains a finite value during the jump and becomes again negligible after. The dynamic potential energy P = E + S after the jump is slightly bigger that its value before the jump, due to the fact that the loading speed k = 0.001 is small but not zero.…”
Section: Discontinuous Fracture Toughness Casessupporting
confidence: 85%
“…If this effect is ignored, the crack length after the jump is recorded in Table 3 for each case. From the static energy release rate evolution, we see that the crack length l m after the jump predicted in the first-order quasi-static numerical model is governed by G(l m ) = G c (l m ) from which authors of [35] …”
Section: Discontinuous Fracture Toughness Casesmentioning
confidence: 89%
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