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dc.contributor.authorAl-Tamimi, Adil
dc.contributor.authorAbed, Farid
dc.contributor.authorAl-Rahmani, Abdulla
dc.date.accessioned2016-10-19T10:27:02Z
dc.date.available2016-10-19T10:27:02Z
dc.date.issued2014-03
dc.identifier.citationK. Al-Tamimi, Adil, Farid Abed, and Abdulla Al-Rahmani. "Effects of harsh environmental exposures on the bond capacity between concrete and GFRP reinforcing bars." Advances in Concrete Construction 2, no. 1 (2014): 1-11en_US
dc.identifier.urihttp://hdl.handle.net/11073/8551
dc.description.abstractThis paper demonstrates an experimental study to evaluate the effects of environmental exposures on the bond between ribbed Glass Fiber Reinforced Polymer (GFRP) reinforcing bars and concrete. The equation recommended by ACI 440-1R-06, for the bond stress,was evaluated in this study. A total of 16 pullout samples, 12with GFRP bars and 4with steel bars, were exposed to two different harsh environments for different periods of time. The exposed harsh environments included direct sun exposure and cyclic splash zone sea water. The variation in the shear (bond) strengths before and after exposure was considered as a measure of the durability of the bond between GFRP bars and concrete.Experimental results showed there is no significant difference of the bond strength between 60 and 90 days of exposures.It also showed that the empirical equation of the bond stress calculated by ACI 440-IR-06 is very conservative.en_US
dc.language.isoen_USen_US
dc.relation.ispartofseriesAdvances in Concrete Constructionen_US
dc.relation.urihttps://dx.doi.org/10.12989/acc.2014.2.1.001en_US
dc.subjectbonden_US
dc.subjectGFRPen_US
dc.subjectpullouten_US
dc.subjectshearen_US
dc.subjectexposureen_US
dc.subjectsea wateren_US
dc.titleEffects of harsh environmental exposures on the bond capacity between concrete and GFRP reinforcing barsen_US
dc.typeArticleen_US
dc.identifier.doi10.12989/acc.2014.2.1.001


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