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dc.contributor.authorRicardo Cruz
dc.contributor.authorLuís Correia
dc.contributor.authorSusana Cabral-Fonseca
dc.contributor.authorJosé Sena-Cruz
dc.date.accessioned2022-12-27T20:47:05Z
dc.date.available2022-12-27T20:47:05Z
dc.date.issued2022/12/01
dc.identifier.other(ASCE)CC.1943-5614.0001262.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287984
dc.description.abstractThis investigation addresses the durability of the adhesive bond between near-surface-mounted (NSM) carbon fiber-reinforced polymer (CFRP) strips and concrete, under real-time field conditioning and laboratory-accelerated conditioning. Four natural outdoor environments were considered in the experimental program to induce aging mainly by carbonation, freeze-thaw cycles, elevated temperatures, and airborne chlorides from seawater. Additionally, a control environment (20°C and 55% RH) and a water immersion environment under controlled temperature (20°C) were considered. The durability was studied mainly throughout the mechanical properties obtained from (1) the involved materials (concrete, epoxy adhesive, and CFRP strips); and (2) the bond specimens, with a period of exposure up to 2 years. The bond performance of NSM-CFRP strips to concrete was slightly affected by environments under investigation, being water immersion and freeze–thaw cycles the most deleterious ones. A maximum average bond strength decrease of approximately 12% was registered for the specimens immersed in water, while in the case of the outdoor environments, the maximum bond degradation (approximately 8%) occurred for the specimens of freeze–thaw cycles after 2-year exposure.
dc.publisherASCE
dc.titleDurability of Bond between NSM CFRP Strips and Concrete under Real-Time Field and Laboratory Accelerated Conditioning
dc.typeJournal Article
dc.journal.volume26
dc.journal.issue6
dc.journal.titleJournal of Composites for Construction
dc.identifier.doi10.1061/(ASCE)CC.1943-5614.0001262
dc.journal.fristpage04022074
dc.journal.lastpage04022074_15
dc.page15
dc.treeJournal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 006
dc.contenttypeFulltext


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