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Please use this identifier to cite or link to this item: http://dspace.bits-pilani.ac.in:8080/jspui/handle/123456789/3554
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dc.contributor.authorBarai, Sudhir Kumar-
dc.date.accessioned2021-11-11T11:38:15Z-
dc.date.available2021-11-11T11:38:15Z-
dc.date.issued2009-05-
dc.identifier.urihttps://www.sciencedirect.com/science/article/pii/S0013794408003561-
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3554-
dc.description.abstractThe paper presents use of universal form of weight functions for determining the double-K fracture parameters and on compact test and wedge splitting test specimens. The proposed method enables to obtain a closed form expression of cohesion toughness of concrete specimens. A comparison with existing analytical method shows that the weight function method for determination of double-K fracture parameters yields results without any appreciable error. Significant influence of initial notch to depth (a0/D) ratio on the double-K fracture parameters is not also observed. Finally, a possible definition of brittleness of concrete using double-K fracture parameters is proposed.en_US
dc.language.isoenen_US
dc.publisherElsieveren_US
dc.subjectCivil Engineeringen_US
dc.subjectMode-I concrete fractureen_US
dc.subjectCompact tension testen_US
dc.subjectWedge splitting testen_US
dc.titleDetermining double-K fracture parameters of concrete for compact tension and wedge splitting tests using weight functionen_US
dc.typeArticleen_US
Appears in Collections:Department of Chemistry

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