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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.
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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: Performance of Corrosion-Damaged RC Columns Repaired by CFRP Sheets
Author(s): S.-W. Bae, A. Belarbi, and J.J. Myers
Publication: Special Publication
Appears on pages(s): 1447-1464
Keywords: axial compressive capacity; CFRP sheets; corrosion; RCcolumns; repair
Abstract:This study aimed to investigate the effectiveness of CFRP sheet in inhibitingthe corrosion process of steel reinforcement embedded in RC columns. A total of 30small-scale RC columns were conditioned under the accelerated corrosion process andthen tested under uni-axial compression up to failure. Some of the columns werestrengthened with CFRP sheets prior to the beginning of the accelerated corrosionprocess to simulate newly constructed RC columns wrapped with CFRP sheets. Theothers were strengthened with CFRP sheets after a certain period of the acceleratedcorrosion process to duplicate the corrosion-damaged RC columns to be repaired bywrapping with CFRP sheets. During the accelerated corrosion process, corrosion ratewas monitored. The test results showed that although CFRP sheet wrapping decreasedthe corrosion rate, the corrosion of steel reinforcement could continue to occur. Basedon the small-scale RC column tests, design guidelines were proposed and the proposeddesign guidelines were validated through test results of 4 mid-scale RC columns. Theproposed design guidelines introduced a concept of equivalent area to account for thecorrosion-damage such as internal cracking and cross-sectional loss of steelreinforcement.
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