1997
DOI: 10.1115/1.2788986
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Crack Initiation From Homogeneous and Bimaterial Corners

Abstract: Fracture initiated at a corner between two different isotropic materials is considered. A “small” crack, well within the region dominated by the asymptotic stress fields of the noncracked corner, is modeled and the stress intensities associated with the tip of the small crack are determined. Different criteria for the direction of crack propagation are studied.

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Cited by 29 publications
(7 citation statements)
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“…The small-scale interfacial cracking problem for a crack originating at an interface corner is completely analogous to the small-scale yielding problem of traditional fracture mechanics [33,59]. The small-scale interfacial cracking problem for a crack originating at an interface corner is completely analogous to the small-scale yielding problem of traditional fracture mechanics [33,59].…”
Section: Small-scale Crackingmentioning
confidence: 98%
“…The small-scale interfacial cracking problem for a crack originating at an interface corner is completely analogous to the small-scale yielding problem of traditional fracture mechanics [33,59]. The small-scale interfacial cracking problem for a crack originating at an interface corner is completely analogous to the small-scale yielding problem of traditional fracture mechanics [33,59].…”
Section: Small-scale Crackingmentioning
confidence: 98%
“…Furthermore, at the large size limit, the size of singular stress field is much larger compared to the length of the equivalent crack, which implies that the only relevant length scale involved is the length of the equivalent crack. Based on the dimensional analysis, K and H k can be related as (Grenestedt and Hallstrom 1997;Liu and Fleck 1999;Dunn et al 2001;Labossiere et al 2002): where constants a 1 and a 2 = dimensionless complex numbers, which can be calculated by solving an auxiliary small-scale cracking problem (Akisanya and Fleck 1997;Grenestedt and Hallstrom 1997;Liu and Fleck 1999;Labossiere et al 2002;Le et al 2010) (Fig. 2, right).…”
Section: Scaling Of Strength Of Bimaterials Structures With Strong Strmentioning
confidence: 99%
“…where £ = effective modulus of composites or steel, = geometry-dependent constant which can be determined by solving an auxiliary small-scale cracking problem [2,3,8,13,14]; Gf = fracture energy and Cf = length of the fully developed FPZ. Evidently, without knowing c/, the fracture energy Gf cannot be identified by fitting size effect data with Eq.…”
Section: Fig 4 Curves Of Load Versus Relative Displacement (Measuredmentioning
confidence: 99%