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dc.contributor.authorYang, Keun-Hyeok
dc.contributor.authorAshour, Ashraf F.
dc.date.accessioned2016-01-21T16:52:33Z
dc.date.available2016-01-21T16:52:33Z
dc.date.issued2007-12
dc.identifier.citationYang KH and Ashour AF (2007) Structural Behaviour of Reinforced Concrete Continuous Deep Beams with Web Openings. Magazine of Concrete Research, 59(10): 699–711.en_US
dc.identifier.urihttp://hdl.handle.net/10454/7692
dc.descriptionyesen_US
dc.description.abstractTen reinforced-concrete continuous deep beams with openings were tested to failure. The main variables investigated were the shear span-to-overall depth ratio, and the size and location of openings. Two failure modes influenced by the size and location of web openings regardless of the shear span-to-overall depth ratio were observed. The normalised load capacity of beams having a web opening area ratio of 0·025 within exterior shear spans was approximately similar to that of their companion solid beams. Continuous deep beams having web openings within interior shear spans exhibited a higher load capacity reduction with the increase of the opening size, similar to simply supported deep beams with web openings. Formulae based on the upper bound analysis of the plasticity theory were proposed to predict the load capacity of continuous deep beams with web openings. Comparisons between the measured and predicted load capacities showed a good agreement.en_US
dc.language.isoenen_US
dc.relation.isreferencedbyhttp://dx.doi.org/10.1680/macr.2007.59.10.699en_US
dc.rights© 2007 ICE. Reproduced in accordance with the publisher's self-archiving policy.en_US
dc.subjectBeams, Girders, Buildings, Structures, Design, Concrete structures, Continuous deep beams, Web openings, Load capacityen_US
dc.titleStructural Behaviour of Reinforced Concrete Continuous Deep Beams with Web Openings.en_US
dc.status.refereedyesen_US
dc.typeArticleen_US
dc.type.versionAccepted Manuscripten_US
refterms.dateFOA2018-07-25T15:13:55Z


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