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Indexed by:会议论文

Date of Publication:2014-07-30

Included Journals:EI、CPCI-S、Scopus

Volume:638-640

Page Number:1516-1520

Key Words:CFRP; high strength concrete; freeze-thaw cycle; effective bond length

Abstract:The bonded joints between carbon fiber reinforced polymer (CFRP) and high strength concrete subjected to different freeze-thaw cycles were studied and the results were analyzed. The test results indicate that with the increase of freeze-thaw cycles, effective bond length, ultimate bond load and ultimate global slip response will decrease. But it has little effects on initial stripping load. The failure modes change from adhesive debonding to shear failure of concrete.