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Externally prestressed monolithic and segmental concrete beams under torsion: A comparative finite element study.


Citation

Abang Ali, Abang Abdullah and Jaafar, Mohd Saleh and Al-Gorafi, Mohammed A. and Othman, Ismail and Anwar, Mohammed Parvez (2011) Externally prestressed monolithic and segmental concrete beams under torsion: A comparative finite element study. IOP Conference Series: Materials Science and Engineering, 17 (1). 012041. ISSN 1757-8981

Abstract / Synopsis

Externally Prestressed segmental beams are widely used in the construction of bridge structures today. These beams have many attractive advantages for rehabilitation and strengthening of existing structures as well. However, segmental beams experience significant effect under combined stresses at the joint interfaces between segments. This paper presents a finite element study on the effect of torsion on the structural behavior of both external prestressed monolithic and segmental concrete beams. Geometric and material nonlinearities were included in the study. The results show significant difference in the behavior of monolithic and segmental beams under torsion.


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Additional Metadata

Item Type: Article
Divisions: Faculty of Engineering
DOI Number: 10.1088/1757-899X/17/1/012041
Keywords: Bridge structures; Combined stress; Concrete beam; Existing structure; Finite-element study; Geometric and material nonlinearities; Joint Interfaces; Pre-stressed; Structural behaviors; Bridges
Depositing User: Muizzudin Kaspol
Date Deposited: 10 Sep 2014 12:57
Last Modified: 08 Oct 2015 15:47
Altmetrics: http://www.altmetric.com/details.php?domain=psasir.upm.edu.my&doi=10.1088/1757-899X/17/1/012041
URI: http://psasir.upm.edu.my/id/eprint/23352
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