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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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Title: Experimental verification of continuous deep beams with openings designed using strut-and-tie modelling.
Author: Wu, T.; Li, Bing.
Copyright year: 2009
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.
Subject: DRNTU::Engineering.
Type: Journal Article
Series/ Journal Title: The IES journal Part A: civil & structural engineering
School: School of Civil and Environmental Engineering
Rights: © 2009 The Institution of Engineers, Singapore.

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