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
Chat with Us Online Now
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: Functional Periodicity for Debonding Control of Carbon Fiber-Reinforced Polymer Concrete Interface
Author(s): Yail J. Kim and Ahmed Ibraheem
Publication: Structural Journal
Appears on pages(s): 1791-1801
Keywords: carbon-fiber reinforced polymer (CFRP); debonding; failure; functional periodicity; interface; retrofit; strengthening
Abstract:This paper presents the efficacy of functional periodicity on controlling the occurrence of interfacial failure in concrete members strengthened with carbon fiber-reinforced polymer (CFRP) sheets. The hypothesis tested is that periodically placed stress reducers preserve the integrity of the CFRP-concrete interface by interrupting the progression of mechanical damage, unlike conventional debonding control methods based on a prescribed strain limit. To substantiate this novel debonding-control concept, an experimental program was conducted with three types of stress reducers: epoxy-filled grooves (PG), discrete U-wraps (PU), and silylmodified polymer (SMP) strips (PS). The load-carrying capacity of the PG and PU specimens is enhanced over 60% relative to the capacity of plain-bond control specimens (COT). The periodic configurations of these specimens (the number of grooves and U-wraps) influence the degree of the capacity increase and failure modes by distributing interfacial stresses. Although the capacity of the PS specimens is similar to that of the control, the permanent elastic nature of SMP improves the energy dissipation of the interface, which indicates the potential of the SMP-epoxy hybrid bond for seismic strengthening in tandem with other debonding-control methods. The groove and U-wrap near the loaded end dissipate interfacial fracture energy and impede stress progression. Statistical inference alongside a probability-based assessment corroborates that the individual debonding-control methods and their configurations affect the performance of the CFRP-concrete interface.
Click here to become an online Journal subscriber