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dc.contributor.authorYang, Keun-Hyeok*
dc.contributor.authorAshour, Ashraf*
dc.date.accessioned2008-11-05T10:13:36Z
dc.date.available2008-11-05T10:13:36Z
dc.date.issued2007
dc.identifier.citationYang, K.H. and Ashour, A.F. (2007). Inclined reinforcement around web opening in concrete beams. Proceedings of the Institution of Civil Engineers: Structures and Buildings. Vol. 160, No. 3, pp. 173-182.en
dc.identifier.urihttp://hdl.handle.net/10454/869
dc.descriptionYesen
dc.description.abstractTwelve reinforced-concrete continuous deep beams having web openings within interior shear spans were tested to failure. The main variables investigated were the opening size and the amount of inclined reinforcement around openings. An effective inclined reinforcement factor combining the influence of the amount of inclined web reinforcement and opening size is proposed and used to analyse the structural behaviour of continuous deep beams tested. It was observed that the end support reaction, diagonal crack width and load capacity of beams tested were significantly dependent on the proposed effective inclined reinforcement factor. As this factor increased, the end support reaction and increasing rate of diagonal crack width were closer to those of companion solid deep beams. In addition, a higher load capacity was exhibited by beams having an effective inclined reinforcement factor above 0.077 than the companion solid deep beam. A numerical procedure based on the upper-bound analysis of the plasticity theory was proposed to estimate the load capacity of beams tested. Comparisons between the measured and predicted load capacities showed good agreement.en
dc.language.isoenen
dc.rights© 2007 Thomas Telford Ltd. Reproduced in accordance with the publisher's self-archiving policy.en
dc.subjectBeamsen
dc.subjectGirdersen
dc.subjectBuildingsen
dc.subjectStructuresen
dc.subjectDesignen
dc.subjectConcrete Structuresen
dc.titleInclined reinforcement around web opening in concrete beamsen
dc.status.refereedYesen
dc.typeArticleen
dc.identifier.doihttps://doi.org/10.1680/stbu.2007.160.3.173
refterms.dateFOA2018-07-18T02:08:35Z


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