Effect of openings on simply supported reinforced concrete skew slabs using finite element method
Author:
Affiliation:
1. Environmental Engineering Department, College of Engineering, University of Mosul , Mosul City , Iraq
2. Civil Engineering Department, College of Engineering, University of Mosul , Mosul City , Iraq
Abstract
Publisher
Walter de Gruyter GmbH
Subject
Electrical and Electronic Engineering,Mechanical Engineering,Aerospace Engineering,General Materials Science,Civil and Structural Engineering,Environmental Engineering
Link
https://www.degruyter.com/document/doi/10.1515/eng-2022-0464/pdf
Reference31 articles.
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2. Ismail E. Distribution of stresses and displacements in skewed concrete slabs. MSc thesis. Linnaeus University, Faculty of Technology; 2017.
3. Abozaid LA, Hassan A, Abouelezz AY, Abdel-Hafez LM. Nonlinear behaviour of a skew slab bridge under traffic loads. World Appl Sci J. 2014;30(11):1479–93.
4. Huang H, Shenton HW, Chajes MJ. Load distribution for a highly skewed bridge: Testing and analysis. J Bridge Eng. 2004 Nov;9(6):558–62.
5. Menassa C, Mabsout M, Tarhini K, Frederick G. Influence of skew angle on reinforced concrete slab bridges. J Bridge Eng. 2007 Mar;12(2):205–14.
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