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Size-effect Prediction from the Double-K Fracture Model for Notched Concrete Beam

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dc.contributor.author Barai, Sudhir Kumar
dc.date.accessioned 2021-11-14T07:47:53Z
dc.date.available 2021-11-14T07:47:53Z
dc.date.issued 2009-03-31
dc.identifier.uri https://journals.sagepub.com/doi/abs/10.1177/1056789508101187
dc.identifier.uri http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3618
dc.description.abstract The size-effect predictions from double-K fracture criterion, characterized by two parameters: the initiation toughness and the unstable toughness, are compared with the fictitious crack model or cohesive crack model for practical (laboratory) size range of three-point bend test notched specimens. Both the fracture models, although, adopt different crack propagation criteria, they yield indistinguishable crack initiation and unstable fracture loads for usual laboratory size specimens. Notable difference in the predicted crack initiation and unstable fracture loads are observed for asymptotic large size specimens and these loads are more conservative than those obtained using the fictitious crack model by ∼20 and 22%, respectively. en_US
dc.language.iso en en_US
dc.publisher Sage en_US
dc.subject Civil Engineering en_US
dc.subject Three-point bending geometry en_US
dc.subject Size-effect en_US
dc.subject Mode-I fracture en_US
dc.title Size-effect Prediction from the Double-K Fracture Model for Notched Concrete Beam en_US
dc.type Article en_US


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