Please use this identifier to cite or link to this item: http://hdl.handle.net/1822/32870

TitleBond and flexural behavior of concrete elements strengthened with NSM CFRP laminate strips under fatigue loading
Author(s)Fernandes, Pedro Miguel Gomes
Silva, Patrícia
Sena-Cruz, José
KeywordsFatigue
Bond and flexural behavior
Near-surface mounted (NSM)
Carbon fiber reinforced polymer (CFRP)
Stress level
Issue date2015
PublisherElsevier
JournalEngineering Structures
Abstract(s)This paper presents the results of an experimental research on bond and flexural behavior of concrete elements strengthened with carbon fiber reinforced polymer (CFRP) laminate strips under fatigue loading conditions, applied according to the near-surface mounted (NSM) strengthening technique. Long-term performance of the NSM system could be compromised by fatigue loading, which may result in deterioration and weakening of individual components (steel, FRP, concrete), or loss of bond performance and composite action. Hence, an experimental program composed of direct pullout tests and slab specimens was carried out to evaluate the influence of the stress level and amplitude of cycles imposed to the specimens. In bond fatigue tests, debonding failure occurred for a maximum stress level corresponding to 60% of the ultimate bond load obtained from monotonic loading. The fatigue loading imposed on the slabs did not yield to its failure. Consequently, the load carrying capacity obtained from post-fatigue tests of strengthened slabs was not significantly affected by this action.
TypeArticle
URIhttp://hdl.handle.net/1822/32870
DOI10.1016/j.engstruct.2014.11.039
ISSN0141-0296
Peer-Reviewedyes
AccessOpen access
Appears in Collections:ISISE - Artigos em Revistas Internacionais

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