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Effect of Surface Roughening on Concrete/TRM Bond
University of Tokyo, Tokyo, Japan.
Qatar University, Doha, Qatar.
Qatar University, Doha, Qatar.ORCID iD: 0000-0003-2273-6863
2017 (English)In: Proceedings of International Structural Engineering and Construction, 2017, no 1Conference paper, Published paper (Refereed)
Abstract [en]

Textile reinforced mortar (TRM) is applied on the concrete surface with the aim of strengthening reinforced concrete structures. The performance of the strengthened structural system is directly related to the bond between the existing concrete substrate and the freshly applied TRM layer. This paper presents the results of an experimental study carried out to investigate the significance of concrete surface preparation, performed prior to strengthening, on the bonding behavior of the TRM system. For this purpose, concrete slabs of size (500 mm × 500 mm × 100 mm) were prepared and strengthened using a 10-mm thick TRM layer. After that, the bond performance of the strengthening layer with the concrete slab was assessed using the pull-off test. Three different levels of surface roughening were considered before strengthening: (i) no roughening (regarded as the reference), (ii) low roughening level, and (iii) high roughening level. Two types of textile materials are used in strengthening systems: carbon and polyparaphenylene benzobisoxazole (PBO). A total number of 72 pull-off tests were performed, of which the results were analyzed to examine the significance of the test variables. Results revealed that as the concrete surface is more roughened before strengthening, the bond between concrete substrate and TRM layer becomes stronger. Moreover, the PBO-TRM systems exhibit more desirable bonding behavior compared to the carbon-TRM counterpart.

Place, publisher, year, edition, pages
2017. no 1
Keywords [en]
Rehabilitation, Repair, Structures, Pull-off test, Level of roughening, Bond characteristics
National Category
Building Technologies
Identifiers
URN: urn:nbn:se:hh:diva-49007DOI: 10.14455/ISEC.res.2017.161Scopus ID: 2-s2.0-85130824929OAI: oai:DiVA.org:hh-49007DiVA, id: diva2:1721338
Conference
9th International Structural Engineering and Construction, Valencia, Spain, July 24-29, 2017
Available from: 2022-12-21 Created: 2022-12-21 Last updated: 2023-02-16Bibliographically approved

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Younis, Adel

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CiteExportLink to record
Permanent link

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Cite
Citation style
  • apa
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf