Please use this identifier to cite or link to this item: http://hdl.handle.net/2080/4142
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dc.contributor.authorGattu, Mahendra-
dc.date.accessioned2023-12-18T11:42:12Z-
dc.date.available2023-12-18T11:42:12Z-
dc.date.issued2023-12-
dc.identifier.citation5th International Conference on Processing and Characterization of Materials, NIT Rourkela, 8 - 10 December 2023en_US
dc.identifier.urihttp://hdl.handle.net/2080/4142-
dc.descriptionCopyright belongs to proceeding publisheren_US
dc.description.abstractThe study of fracture process zone (FPZ) is critical to understanding failure in engineering materials. Experiments conducted by Le et al. [1] on Berea sandstone found that the size of the fracture process zone under cyclic loading (cyclic FPZ) is 1.6 times larger than that under monotonic loading (monotonic FPZ). Experiments and simulations conducted by Kirane and Bažant [2] on concrete found that the cyclic FPZ is eight times smaller than the monotonic FPZ. Both these materials exhibit contrasting responses. This interesting contradiction is named the "Bažant-Le-Kirane Paradox" (B-LK Paradox) after the principal authors of these two papers. The B-L-K paradox is a significant problem in the fracture and fatigue mechanics. We also present strategies to resolve this paradoxen_US
dc.subjectCyclic fracture process zoneen_US
dc.subjectMonotonic fracture process zoneen_US
dc.subjectFatigueen_US
dc.subjectFractureen_US
dc.subjectFractureen_US
dc.subjectConcreteen_US
dc.titleBažant-Le-Kirane Paradox of Fatigue Fractureen_US
dc.typeArticleen_US
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