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Experimental verification of continuous deep beams with openings designed using strut-and-tie modelling.

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Experimental verification of continuous deep beams with openings designed using strut-and-tie modelling.

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dc.contributor.author Wu, T.
dc.contributor.author Li, Bing.
dc.date.accessioned 2012-09-27T06:51:04Z
dc.date.available 2012-09-27T06:51:04Z
dc.date.copyright 2009
dc.date.issued 2012-09-27
dc.identifier.citation Wu, 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.
dc.identifier.issn 1937-3260
dc.identifier.uri http://hdl.handle.net/10220/8656
dc.description.abstract This 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.
dc.language.iso en
dc.relation.ispartofseries The IES journal Part A: civil & structural engineering
dc.rights © 2009 The Institution of Engineers, Singapore.
dc.subject DRNTU::Engineering.
dc.title Experimental verification of continuous deep beams with openings designed using strut-and-tie modelling.
dc.type Journal Article
dc.contributor.school School of Civil and Environmental Engineering
dc.identifier.doi http://dx.doi.org/10.1080/19373260903141454

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