Integrity of CFRP-concrete bond subjected to long-term cyclic temperature and mechanical stress

J. C.P.H. Gamage, R. Al-Mahaidi, M.B. Wong

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12 Citations (Scopus)


This paper reports on the long-term performance of CFRP strengthened concrete members subjected to 20–50 °C cyclic temperature, 60% constant humidity and sustained loading. The induced sustained stress was imposed through a range of loading values from 0% to 35% of the ultimate strength of specimens subjected to normal environmental conditions. The behaviour of CFRP/concrete lap shear specimens prepared using two types of commercially available two-part epoxy adhesives was investigated. Three different curing conditions were taken into account.

Original languageEnglish
Pages (from-to)423-433
Number of pages11
JournalComposite Structures
Publication statusPublished - 1 Aug 2016


  • CFRP/Concrete
  • Cyclic temperature
  • Durability
  • Humidity

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