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Title: Concrete substrate preparation and characterization prior to adhesion of externally bonded reinforcement
Author (s): Matana, M.
Galecki, Grzegorz
Maerz, Norbert
Nanni, Antonio
Department/Lab Affiliations: Geological Sciences & Engineering
Mining & Nuclear Engineering
University Transportation Center
Keywords: Bond strength
concrete surface profiles (CSP)
laser profilometer
pull-off test
steel reinforced grout (SRG)
steel reinforced polymer (SRP)
surface roughness
Issue Date: 2005
Publisher: International Institute for FRC in Construction
Citation: Matana, M., Galecki, Grzegorz, Maerz, Norbert, and Nanni, Antonio. "Concrete Substrate Preparation and Characterization Prior to Adhesion of Externally Bonded Reinforcement." Proceedings of the International Symposium on Bond Behaviour of FRP in Structures, 2005.
Abstract: The bond between externally bonded FRP reinforcement and concrete substrate is highly dependent on the quality of the surface preparation. Accordingly, accurate measurement of surface roughness could lead to the more reliable and predictable bond behavior. This paper presents the results of an experimental study aimed at investigating the effect of surface preparation on bond performance of externally applied reinforcement other than FRP. Water jetting was used as the abrading method. The quantitative assessment of surface roughness was conducted using a newly-developed laser profilometer. Samples of externally applied steel reinforced polymer (SRP) and steel reinforced grout (SRG) reinforcement were pull-off tested. Comparison to the state-of-the-art surface characterization method using plastic concrete surface profiles was undertaken, yielding a relationship between the roughness of the concrete surfaces and the roughness of the plastic models. Experimental results of this project showed that the effect of the surface roughness on the pull-off strength of the externally applied SRP and SRG reinforcement was not a key factor. This was because in the first instance failure always occurred in the concrete substrate, while in the latter it occurred in the gout layer.
Type: Article - Conference proceedings
text
In Title: Proceedings of the International Symposium on Bond Behaviour of FRP in Structures
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titleConcrete substrate preparation and characterization prior to adhesion of externally bonded reinforcement
contributor.authorMatana, M.
contributor.authorGalecki, Grzegorz
contributor.authorMaerz, Norbert
contributor.authorNanni, Antonio
contributor.deptlabGeological Sciences & Engineering
contributor.deptlabMining & Nuclear Engineering
contributor.deptlabUniversity Transportation Center
contributor.sponsorHardwire LLC
contributor.sponsorNational Science Foundation
subjectBond strength
subjectconcrete surface profiles (CSP)
subjectlaser profilometer
subjectpull-off test
subjectsteel reinforced grout (SRG)
subjectsteel reinforced polymer (SRP)
subjectsurface roughness
date.issued2005
publisherInternational Institute for FRC in Construction
identifier.citationMatana, M., Galecki, Grzegorz, Maerz, Norbert, and Nanni, Antonio. "Concrete Substrate Preparation and Characterization Prior to Adhesion of Externally Bonded Reinforcement." Proceedings of the International Symposium on Bond Behaviour of FRP in Structures, 2005.
identifier.pub.URI
http://www.iifc-hq.org/BBFS-Papers/A11_0102.pdf
description.abstractThe bond between externally bonded FRP reinforcement and concrete substrate is highly dependent on the quality of the surface preparation. Accordingly, accurate measurement of surface roughness could lead to the more reliable and predictable bond behavior. This paper presents the results of an experimental study aimed at investigating the effect of surface preparation on bond performance of externally applied reinforcement other than FRP. Water jetting was used as the abrading method. The quantitative assessment of surface roughness was conducted using a newly-developed laser profilometer. Samples of externally applied steel reinforced polymer (SRP) and steel reinforced grout (SRG) reinforcement were pull-off tested. Comparison to the state-of-the-art surface characterization method using plastic concrete surface profiles was undertaken, yielding a relationship between the roughness of the concrete surfaces and the roughness of the plastic models. Experimental results of this project showed that the effect of the surface roughness on the pull-off strength of the externally applied SRP and SRG reinforcement was not a key factor. This was because in the first instance failure always occurred in the concrete substrate, while in the latter it occurred in the gout layer.
typeArticle - Conference proceedings
type.DCMITypetext
rightsThis material is presented to ensure timely dissemination of scholarly and technical work. Copyright and all rights therein are retained by authors or by other copyright holders. All persons copying this information are expected to adhere to the terms and constraints invoked by each author's copyright. In most cases, these works may not be reposted without the explicit permission of the copyright holder.
rightsPolicy Unknown
rights.URI
http://www.iifc-hq.org/contact.html
relation.isPartOfProceedings of the International Symposium on Bond Behaviour of FRP in Structures
date.available2008-08-05T14:48:19Z
identifier.persist.URI
http://scholarsmine.mst.edu/post_prints/ConcreteSubstratePreparationandCharacterizatio_09007dcc80541012.html