Prediction of impact induced failure modes in reinforced concrete slabs through nonlinear transient dynamic finite element simulation

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dc.contributor.authorTrivedi, N.
dc.contributor.authorSingh, R. K.
dc.date.accessioned2014-02-24T05:55:53Z
dc.date.available2014-02-24T05:55:53Z
dc.date.issued2013
dc.description.divisionRSDen
dc.format.extent5016 bytes
dc.format.mimetypetext/html
dc.identifier.sourceAnnals of Nuclear Energy, 2013. Vol. 56: pp. 109-121en
dc.identifier.urihttp://hdl.handle.net/123456789/8669
dc.language.isoenen
dc.subjectImpacten
dc.subjectFlexural and punching shearen
dc.subjectFracture energyen
dc.subjectConcrete damaged plasticityen
dc.titlePrediction of impact induced failure modes in reinforced concrete slabs through nonlinear transient dynamic finite element simulationen
dc.typeArticleen

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