The University of Southampton
University of Southampton Institutional Repository

Behaviour under static loading of metallic beams reinforced with a bonded CFRP plate

Behaviour under static loading of metallic beams reinforced with a bonded CFRP plate
Behaviour under static loading of metallic beams reinforced with a bonded CFRP plate
CFRP plates have been employed widely in the repair and upgrading of bridges and building in recent years. When they are used in the upgrading of metallic beams, the weakest link is the adhesive bonding, and plate peel is the most important failure mode due to the high stress concentration at the end of the plates. This paper presents the results of a study on the influencing factors on the strengthen of the metallic beams reinforced by different types of CFRP plates, the effects of the tapers at the plate ends and of the spew fillets beyond the plate ends. The test results also validate the theoretical results of stress analysis. The use of longer and tapered plates is suggested as a solution for improvement.
cfrp plate, metallic beams, static test, adhesive bonding
0263-8223
232-242
Deng, Jun
f03d158c-d44c-45d5-90c5-4f195bdf8216
Lee, Marcus M.K.
d87ceb9b-7ce6-4e11-afd0-e6b037992aa4
Deng, Jun
f03d158c-d44c-45d5-90c5-4f195bdf8216
Lee, Marcus M.K.
d87ceb9b-7ce6-4e11-afd0-e6b037992aa4

Deng, Jun and Lee, Marcus M.K. (2007) Behaviour under static loading of metallic beams reinforced with a bonded CFRP plate. Composite Structures, 78 (2), 232-242. (doi:10.1016/j.compstruct.2005.09.004).

Record type: Article

Abstract

CFRP plates have been employed widely in the repair and upgrading of bridges and building in recent years. When they are used in the upgrading of metallic beams, the weakest link is the adhesive bonding, and plate peel is the most important failure mode due to the high stress concentration at the end of the plates. This paper presents the results of a study on the influencing factors on the strengthen of the metallic beams reinforced by different types of CFRP plates, the effects of the tapers at the plate ends and of the spew fillets beyond the plate ends. The test results also validate the theoretical results of stress analysis. The use of longer and tapered plates is suggested as a solution for improvement.

This record has no associated files available for download.

More information

Published date: 2007
Keywords: cfrp plate, metallic beams, static test, adhesive bonding

Identifiers

Local EPrints ID: 46299
URI: http://eprints.soton.ac.uk/id/eprint/46299
ISSN: 0263-8223
PURE UUID: 0b8547ee-41fb-4cbd-8999-e908f7ad7558

Catalogue record

Date deposited: 15 Jun 2007
Last modified: 15 Mar 2024 09:20

Export record

Altmetrics

Contributors

Author: Jun Deng
Author: Marcus M.K. Lee

Download statistics

Downloads from ePrints over the past year. Other digital versions may also be available to download e.g. from the publisher's website.

View more statistics

Atom RSS 1.0 RSS 2.0

Contact ePrints Soton: eprints@soton.ac.uk

ePrints Soton supports OAI 2.0 with a base URL of http://eprints.soton.ac.uk/cgi/oai2

This repository has been built using EPrints software, developed at the University of Southampton, but available to everyone to use.

We use cookies to ensure that we give you the best experience on our website. If you continue without changing your settings, we will assume that you are happy to receive cookies on the University of Southampton website.

×