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dc.contributor.authorYang, Keun-Hyeok*
dc.contributor.authorAshour, Ashraf*
dc.contributor.authorLee, J.K.*
dc.date.accessioned2015-12-21T16:31:51Z
dc.date.available2015-12-21T16:31:51Z
dc.date.issued2011-02
dc.date.issued2011-02
dc.identifier.citationYang KH, Ashour AF and Lee JK (2011) Shear strength of reinforced concrete dapped-end beams using mechanism analysis. Magazine of Concrete Research, 63(1): 1-17.en_US
dc.identifier.urihttp://hdl.handle.net/10454/7563
dc.identifier.urihttp://hdl.handle.net/10454/7563
dc.descriptionyesen_US
dc.description.abstractA mechanism analysis based on the upper-bound theorem of concrete plasticity is developed to predict the critical failure plane and corresponding shear capacity of reinforced concrete dapped-end beams. Failure modes observed in physical tests of reinforced concrete dapped-end beams are idealised as an assemblage of two moving blocks separated by a failure surface of displacement discontinuity. The developed mechanism analysis rationally represents the effect of different parameters on failure modes; as a result, the predicted shear capacity is in good agreement with test results. On the other hand, empirical equations specified in the Precast/Prestressed Concrete Institute design method and strutand-tie model based on ACI 318-05 highly underestimate test results. The shear capacity of dapped-end beams predicted by the mechanism analysis and strut-and-tie model decreases with the increase of shear span-to-full beam depth ratio when failure occurs along diagonal cracks originating at the bottom corner of the full-depth beam, although the shear span-to-full beam depth ratio is ignored in the Precast/Prestressed Concrete Institute design method.en_US
dc.language.isoenen_US
dc.rights© 2011 ICE. Reproduced in accordance with the publisher's self-archiving policy.en_US
dc.subjectReinforced concrete; Dapped-end beams; Shear strength; Mechanism analysisen_US
dc.titleShear strength of reinforced concrete dapped-end beams using mechanism analysis.en_US
dc.status.refereedyesen_US
dc.typeArticleen_US
dc.type.versionAccepted Manuscripten_US
dc.identifier.doihttps://doi.org/10.1680/macr.9.00006
refterms.dateFOA2018-07-25T14:44:45Z
dc.date.accepted2010-02-17


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