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Composite Structures
Article . 2009 . Peer-reviewed
License: Elsevier TDM
Data sources: Crossref
image/svg+xml Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao Closed Access logo, derived from PLoS Open Access logo. This version with transparent background. http://commons.wikimedia.org/wiki/File:Closed_Access_logo_transparent.svg Jakob Voss, based on art designer at PLoS, modified by Wikipedia users Nina and Beao
HAL-INSA Toulouse
Article . 2009
Data sources: HAL-INSA Toulouse
https://dx.doi.org/10.1016/j.c...
Article
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Strengthening of RC members with near-surface mounted CFRP rods

descriptionPublicationkeyboard_double_arrow_right Article 01 Nov 2009 France English Publisher:Elsevier BVJournal:Composite Structures, volume 91, pages 138-147 (issn: 0263-8223, Copyright policy )
Authors: Al-Mahmoud, Firas; Castel, Arnaud; François, Raoul; Tourneur, Christian;

doi: 10.1016/j.compstruct.2009.04.040

Strengthening of RC members with near-surface mounted CFRP rods

Abstract

The aim of the experimental programme developed in this work was to investigate the possibility of using Carbon Fibre-Reinforced Polymer (CFRP) rods to strengthen concrete structural members with the near-surface mounted reinforcement (NSM) technique. The global behaviour of reinforced concrete beams strengthened by NSM and subjected to flexure was investigated. The rods were 6 and 12-mm-diameter carbon-epoxy pultruded FRP. Two vibrated concrete compositions were tested: conventional (VC30) and high-strength (VC60), and two filling materials: resin and mortar. The study was carried out up to the failure load. A comparison was made between the experimental results and the existing analytical models. The experimental results indicate that strengthening concrete structural members with the near-surface mounted reinforcement (NSM) gives satisfactory results.

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France
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Keywords

Analytical modeling, Flexural strengthening, [SPI.GCIV] Engineering Sciences [physics]/Civil Engineering, Global behavior, CFRP rods, NSM reinforcement, Filling material

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    This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
173
Top 1%
Top 1%
Top 10%
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