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|Title:||Experimental verification of continuous deep beams with openings designed using strut-and-tie modelling||Authors:||Wu, T.
|Keywords:||DRNTU::Engineering||Issue Date:||2009||Source:||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.||Series/Report no.:||The IES journal Part A: civil & structural engineering||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.||URI:||https://hdl.handle.net/10356/95384
|ISSN:||1937-3260||DOI:||http://dx.doi.org/10.1080/19373260903141454||Rights:||© 2009 The Institution of Engineers, Singapore.||Fulltext Permission:||none||Fulltext Availability:||No Fulltext|
|Appears in Collections:||CEE Journal Articles|
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