Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/95384
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dc.contributor.authorWu, T.en
dc.contributor.authorLi, Bing.en
dc.date.accessioned2012-09-27T06:51:04Zen
dc.date.accessioned2019-12-06T19:13:48Z-
dc.date.available2012-09-27T06:51:04Zen
dc.date.available2019-12-06T19:13:48Z-
dc.date.copyright2009en
dc.date.issued2009en
dc.identifier.citationWu, T., & Li, B. (2009). Experimental verification of continuous deep beams with openings designed using strut-and-tie modelling. The IES Journal Part A: Civil & Structural Engineering, 2(4), 282-295.en
dc.identifier.issn1937-3260en
dc.identifier.urihttps://hdl.handle.net/10356/95384-
dc.identifier.urihttp://hdl.handle.net/10220/8656en
dc.description.abstractThis study investigates the applicability and reliability of the strut-and-tie modelling that is recommended by the ACI 318 Building Code (2002) for designing continuous deep beams with openings. Presented herein are experimental results of two full-scale continuous reinforced concrete deep beams with openings subjected to concentrated loads. Each specimen was designed using the ACI 318 (2002) provisions for strut-and-tie models. Both specimens were found to be able to carry loads greater than the factored design load. The failure mechanism of each specimen corresponds well with the designed strut-and-tie models. The experimental results thus illustrate the reliability and conservative nature of strut-and-tie modelling for designing continuous deep beams with openings.en
dc.language.isoenen
dc.relation.ispartofseriesThe IES journal Part A: civil & structural engineeringen
dc.rights© 2009 The Institution of Engineers, Singapore.en
dc.subjectDRNTU::Engineeringen
dc.titleExperimental verification of continuous deep beams with openings designed using strut-and-tie modellingen
dc.typeJournal Articleen
dc.contributor.schoolSchool of Civil and Environmental Engineeringen
dc.identifier.doihttp://dx.doi.org/10.1080/19373260903141454en
item.grantfulltextnone-
item.fulltextNo Fulltext-
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