2010
DOI: 10.1007/s10704-010-9470-0
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A grain-scale study of spall in brittle materials

Abstract: The evolution of spall for a brittle material is investigated under variance of anisotropy, grain boundary fracture energy, and loading. Because spall occurs in the interior of the specimen, fundamental studies of crack nucleation and growth are needed to better understand surface velocity measurements. Within a cohesive approach to fracture, we illustrate that for anisotropic materials, increases in the fracture energy cause a transition in crack nucleation from triple-points to entire grain boundary facets. … Show more

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Cited by 21 publications
(13 citation statements)
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“…Many cohesive laws have been investigated in previous works on heterogeneous polycrystalline solids (Espinosa and Zavattieri, 2003a,b;Clayton and McDowell, 2004;Clayton, 2005a,b;Vogler and Clayton, 2008;Foulk and Vogler, 2010;Kraft et al, 2010). A simple irreversible cohesive law is prescribed in the present work, with the same functional form and parameters for normal and tangential separations d n and d t .…”
Section: Fracturementioning
confidence: 99%
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“…Many cohesive laws have been investigated in previous works on heterogeneous polycrystalline solids (Espinosa and Zavattieri, 2003a,b;Clayton and McDowell, 2004;Clayton, 2005a,b;Vogler and Clayton, 2008;Foulk and Vogler, 2010;Kraft et al, 2010). A simple irreversible cohesive law is prescribed in the present work, with the same functional form and parameters for normal and tangential separations d n and d t .…”
Section: Fracturementioning
confidence: 99%
“…More complex cohesive laws incorporating piecewise-linear traction-separation relationships with various slopes were investigated; alternative formulations did not offer any apparent advantages with regards to numerical stability or representation of macroscopic fracture strength but often would require specification of experimentally unknown parameters. Differently from many previous studies (Espinosa and Zavattieri, 2003a,b;Clayton and McDowell, 2004;Clayton, 2005a,b;Vogler and Clayton, 2008;Foulk and Vogler, 2010), distinct cohesive finite elements are not used in the present numerical framework. In other words, finite element meshes are not seeded a priori with interfacial elements.…”
Section: Fracturementioning
confidence: 99%
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