1999
DOI: 10.1038/16891
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Confirming the continuum theory of dynamic brittle fracture for fast cracks

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Cited by 243 publications
(243 citation statements)
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“…the tip behaves as a massless "particle" where the accelerationv plays no role (of course material inertia is essential for this equation to hold), and that the limiting propagation velocity is c R . The equation has been shown to beautifully describe crack's motion when its underlying assumptions are met [8,[16][17][18][19]. In particular, this description was shown to be valid in experiments in the brittle acrylic, PMMA, for v < 0.4c R (when cracks are indeed simple) [17].…”
Section: The Equation Of Motion For Simple Cracksmentioning
confidence: 97%
See 1 more Smart Citation
“…the tip behaves as a massless "particle" where the accelerationv plays no role (of course material inertia is essential for this equation to hold), and that the limiting propagation velocity is c R . The equation has been shown to beautifully describe crack's motion when its underlying assumptions are met [8,[16][17][18][19]. In particular, this description was shown to be valid in experiments in the brittle acrylic, PMMA, for v < 0.4c R (when cracks are indeed simple) [17].…”
Section: The Equation Of Motion For Simple Cracksmentioning
confidence: 97%
“…The equation has been shown to beautifully describe crack's motion when its underlying assumptions are met [8,[16][17][18][19]. In particular, this description was shown to be valid in experiments in the brittle acrylic, PMMA, for v < 0.4c R (when cracks are indeed simple) [17]. More recent experiments showed the equation of motion to be in excellent quantitative agreement with measurements of dynamic cracks in brittle gels for an unprecedented range of velocities, 0 < v < 0.96c R , approaching the limiting velocity [14].…”
Section: The Equation Of Motion For Simple Cracksmentioning
confidence: 99%
“…5), while if T > 0 the branches will diverge away from this direction. Figure 5: Path followed by the branch when a < 0, and a comparison with the functional form Y (X) ∼ X 2/3 proposed in (Sharon and Fineberg, 1999).…”
Section: The Shape Of the Branched Cracksmentioning
confidence: 99%
“…In order to estimate the T -stress for the real experimental setups of (Fineberg et al, 1992;Sharon and Fineberg, 1999;Livne et al, 2005), we solved the elastostatic problem of a semiinfinite straight crack in an infinite strip of half-width W , whose top and bottom edges are fixed at positions ±δ above their initial positions (see Fig. 13).…”
Section: The Shape Of the Branched Cracksmentioning
confidence: 99%
“…For the localized cohesive laws, we consider the values σ max = τ max = E/25 = 129.6 MPa and a linear softening modulus of S n = S m = −24 GPa/ mm. These values correspond to a fracture energy of G f = 0.35 kJ/m 2 , as it is characteristic of PMMA (Sharon and Fineberg 1999). We consider a finite element discretization consisting of 40 × 41 standard displacement-based bilinear quadrilaterals for the half specimen x ≥ 0 due to the symmetry in the geometry and the loading.…”
Section: Problem Setupmentioning
confidence: 99%