In today’s market, it is imperative to be knowledgeable and have an edge over the competition. ACI members have it…they are engaged, informed, and stay up to date by taking advantage of benefits that ACI membership provides them.
Read more about membership
Become an ACI Member
Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
American Concrete Institute
38800 Country Club Dr.
Farmington Hills, MI
Feedback via Email
Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Title: The Influence of Temperature on the Debonding of Externally Bonded CFRP
Author(s): E.L. Klamer, D.A. Hordijk, and H.J.M. Janssen
Publication: Special Publication
Appears on pages(s): 1551-1570
Keywords: bond; CFRP; debonding; temperature; thermal stresses
Abstract:Fiber Reinforced Polymers have proven to be effective strengtheningmaterials in the construction industry, due to their low weight (easy to apply), non-corrosiveness and high strength. Extensive research has been carried out into thestrengthening of concrete structures with externally bonded FRP. It turned out thatdebonding of the FRP is governing the design of most FRP strengthening applications.One of the parameters, which may affect the bond properties of the FRP-concrete joint,is the ambient temperature. Only little research into the influence of temperature onthe bond behavior has been carried out so far. This paper presents the results of anexploratory experimental and numerical investigation in which the influence oftemperature on the debonding behavior of externally bonded CFRP was investigated.Two different test setups were applied. Results showed that the failure load of CFRPstrengthened concrete structures was affected by the temperature, but depended onthe used test setup. Two types of failure were observed. For low to moderatetemperatures (-10°C to +40°C), failure occurred in the concrete, leaving 1-3 mm ofconcrete attached to the adhesive. For elevated temperatures (50°C to 75°C), failure ofthe adhesive-concrete interface occurred, without leaving any concrete attached to theadhesive.
Click here to become an online Journal subscriber