1988
DOI: 10.1016/s0022-5096(98)90003-5
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Small-scale crack bridging and the fracture toughness of particulate-reinforced ceramics

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Cited by 367 publications
(97 citation statements)
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“…It is reported that an increase in fracture toughness can be achieved by crack deflection and crack bridging. [11][12][13] Therefore, it is observed that the resistance to crack propagation by the particles causes the increase in the fracture toughness. In addition, the crack propagation was slowed with the increasing volume fraction of particles and affected as well by the surface energy, particle shape and size as well as the particle-matrix interface.…”
Section: Resultsmentioning
confidence: 99%
“…It is reported that an increase in fracture toughness can be achieved by crack deflection and crack bridging. [11][12][13] Therefore, it is observed that the resistance to crack propagation by the particles causes the increase in the fracture toughness. In addition, the crack propagation was slowed with the increasing volume fraction of particles and affected as well by the surface energy, particle shape and size as well as the particle-matrix interface.…”
Section: Resultsmentioning
confidence: 99%
“…The local stress intensity factor at the crack tip, K tip , is comprised of the applied K due to the remote load and the shielding term, K s , resulting from the compressive transformation stresses induced by oxide formation ahead of the crack tip, as given by [37] …”
Section: B K Th For Crack-tip Oxide Fracturementioning
confidence: 99%
“…In this work, we utilize the triangular shape cohesive model to simulate the fracture process of adhesive bondline, which has three parameters. There are several methods to experimentally determine the cohesive parameters for cohesive zone model (Budiansky, 1988;Hutchinson, 1990;Cox, 1991;Bao, 1993). Since too many micro-mechanisms occur in the debonding procedure, it is more efficient to use phenomenological parameters.…”
Section: Role Of Contamination Levels a C G Jmentioning
confidence: 99%