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ISSN:
2319-6009 (Online)
Abbreviated title:
Int. J Struct. Civ. Eng. Res.
Editor-in-Chief:
Prof. Eric Strauss
Associate Editor:
Assoc. Prof. Wenxing Zhou
Executive Editor:
Ms. Cherry L. Chen
DOI:
10.18178/ijscer
Abstracting/Indexing:
Google Scholar, Cross-ref, CNKI,
etc.
E-mail questions to:
IJSCER Editorial Office
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Editor-in-Chief
Prof. Eric Strauss
Michigan State University, USA
I am very excited to serve as the Editor-in-Chief of the International Journal of Structural and Civil Engineering Research
(IJSCER)
and hope that the publication can enrich the readers’ experience...
What's New
2024-08-27
August 27th, 2024 News! Vol. 13, No. 3, 2024 issue has been published online
2024-01-04
IJSCER will adopt Article-by-Article Work Flow. For the quarterly journal, each issue will be released at the end of the issue month.
2023-11-06
November 6th, 2023 News! Vol. 12, No. 4, November 2023 issue has been published online
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Volume 6, No. 2, May 2017
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Structural Behaviour of RC Beam-To-Column Connection with Corroded Shear Reinforcement
Charles K. S. Moy
Department of Civil Engineering, Xi’an Jiaotong-Liverpool University, Suzhou, Jiangsu, China
Abstract
—Corrosion of steel reinforcement in reinforced concrete structures is a serious factor affecting their lifespan. There are more and more studies devoted to understanding the influence of corrosion on RC structures. Recent studies have focused on shear strength deterioration of RC beams since shear failure are often sudden leading to disastrous consequences. However, there is still a lack of understanding when it comes to beam-to-column connections, particularly connections with shear critical beams. This study provides much needed information about the structural behaviour of shear critical beam-to-column connections with corroded shear links. Full scale samples were tested for that purpose. The deterioration was monitored under constant static loading. It was found that the targeted 20% corroded shear link resulted in 13.5 – 17% loss in ultimate strength. The rotational stiffnesses were also greatly affected. The crack pattern helped to interpret the load path and the subsequent deterioration of the structure.
Index Terms
—corrosion, shear reinforcement, RC beam to column connection, failure mode
Cite: Charles K. S. Moy, "Structural Behaviour of RC Beam-To-Column Connection with Corroded Shear Reinforcement," International Journal of Structural and Civil Engineering Research, Vol. 6, No. 2, pp. 83-88, May 2017. doi: 10.18178/ijscer.6.2.83-88
2-S0008
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