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Concrete beams exposed to live loading during carbon fiber reinforced polymer strengthening
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.ORCID iD: 0000-0001-7799-5809
2005 (English)In: Journal of composites for construction, ISSN 1090-0268, E-ISSN 1943-5614, Vol. 9, no 2, p. 178-186Article in journal (Refereed) Published
Abstract [en]

The need for structural rehabilitation of concrete structures all over the world is well known. Extensive amounts of research have been carried out and are ongoing in this field. Most of the laboratory research has been undertaken on structural elements without live load during the strengthening process. Normally owners of structures want to continue their activity or service during strengthening. Full-scale applications have shown that this is possible, but there is a lack of understanding as to how cyclic loads are distributed during strengthening; for example, traffic loads affect the final strengthening result. This paper presents laboratory tests on concrete beams strengthened with carbon fiber-reinforced polymer laminates and near-surface mounted reinforcement. The beams were subjected to a cyclic load during setting of the adhesive, and after additional hardening were then loaded by deformation control up to failure.

Place, publisher, year, edition, pages
2005. Vol. 9, no 2, p. 178-186
National Category
Infrastructure Engineering
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-5091DOI: 10.1061/(ASCE)1090-0268(2005)9:2(178)ISI: 000227811700009Scopus ID: 2-s2.0-16244363020Local ID: 31bf8320-6d99-11db-83c6-000ea68e967bOAI: oai:DiVA.org:ltu-5091DiVA, id: diva2:977965
Note
Validerad; 2005; Bibliografisk uppgift: Best Applied Research Paper 2005; 20061106 (ysko)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2018-07-10Bibliographically approved

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Carolin, AndersTäljsten, BjörnHejll, Arvid

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