Parametric Study on Concrete Deep Beam with Web Opening Size by Finite Element Method

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Title Parametric Study on Concrete Deep Beam with Web Opening Size by Finite Element Method
Author Yoo, Tae Min; Doh, Jeung-Hwan; Guan, Hong; Loo, Yew-Chaye
Publication Title The 2011 World Congress on Advances in Structural Engineering and Mechanics
Editor Chang-Koon Choi
Year Published 2011
Place of publication Korea
Publisher Techno Press
Abstract A nonlinear layered finite element method (LFEM) is capable of analysing the shear strength of reinforced concrete deep beams. Based on the LFEM, a parametric study is undertaken to evaluate the opening size effects influencing on the shear strength of concrete deep beams. This paper initially presents comparisons of LFEM output with published test results on deep beams with web openings. The paper then focuses on a parametric study on the deep beams with varying geometric properties such as opening sizes. The results confirmed that the previously available design methods are inadequate in predicting the maximum shear strength when present of web openings and a comparative study of the predicted and test results indicate that the LFEM is accurate and reliable.
Peer Reviewed Yes
Published Yes
Publisher URI http://smc.hit.edu.cn/index.php?option=com_content&view=category&id=36&layout=blog&Itemid=11
ISBN 978-89-89693-32-1
Conference name ASEM'11+
Location Seoul, Korea
Date From 2011-09-18
Date To 2011-09-22
URI http://hdl.handle.net/10072/42851
Date Accessioned 2011-11-22; 2012-02-17T05:00:24Z
Date Available 2012-02-17T05:00:24Z
Research Centre Centre for Infrastructure Engineering and Management
Faculty Faculty of Science, Environment, Engineering and Technology
Subject Structural Engineering
Publication Type Conference Publications (Full Written Paper - Refereed)
Publication Type Code e1

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