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Structural behaviour of distressed and strengthened post-tensioned box beams


Citation

Ohu, Rachael Bukola and Thanoon, Waleed Abdulmalik and Noorzaie, Jamaloddin and Abdul Kadir, Mohd Razali and Jaafar, Mohd Saleh (2009) Structural behaviour of distressed and strengthened post-tensioned box beams. The Indian Concrete Journal, 83 (4). pp. 29-37. ISSN 0019-4565

Abstract

This study focuses on the behaviour of post-tensioned box beams with snapped prestress cables. It also includes an investigation into the effectiveness of using select strengthening methods on distressed box beams. All beams were subjected to flexural-shear-torsional loads. The results show that snapping 15% of the prestressing cable area resulted in a 74% increase in deformation at service load and a 22% decrease in ultimate load. The snapping of prestress wires also increased the stresses in the snapped cables by 70%. All the strengthening techniques used effectively restored the beam performance at service and overcame the effect of cable snapping.


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Additional Metadata

Item Type: Article
Divisions: Faculty of Engineering
Publisher: ACC Limited
Keywords: Box beams; Combined load; Post-tensioned; Snapping; Strengthening
Depositing User: Nabilah Mustapa
Date Deposited: 08 Jun 2016 02:09
Last Modified: 08 Jun 2016 02:09
URI: http://psasir.upm.edu.my/id/eprint/16867
Statistic Details: View Download Statistic

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