Performance of Corrosion-Damaged RC Columns Repaired by CFRP Sheets

Abstract

This study aimed to investigate the effectiveness of CFRP sheet in inhibiting the corrosion process of steel reinforcement embedded in RC columns. a total of 30 small-scale RC columns were conditioned under the accelerated corrosion process and then tested under uni-axial compression up to failure. Some of the columns were strengthened with CFRP sheets prior to the beginning of the accelerated corrosion process to simulate newly constructed RC columns wrapped with CFRP sheets. the others were strengthened with CFRP sheets after a certain period of the accelerated corrosion process to duplicate the corrosion-damaged RC columns to be repaired by wrapping with CFRP sheets. During the accelerated corrosion process, corrosion rate was monitored. the test results showed that although CFRP sheet wrapping decreased the corrosion rate, the corrosion of steel reinforcement could continue to occur. Based on the small-scale RC column tests, design guidelines were proposed and the proposed design guidelines were validated through test results of 4 mid-scale RC columns. the proposed design guidelines introduced a concept of equivalent area to account for the corrosion-damage such as internal cracking and cross-sectional loss of steel reinforcement.

Meeting Name

7th International Symposium on Fiber-Reinforced (FRP) Polymer Reinforcement for Concrete Structures

Department(s)

Civil, Architectural and Environmental Engineering

Keywords and Phrases

CFRP Sheets; RC Columns; Axial Compressive Capacity; Corrosion

Document Type

Article - Conference proceedings

Document Version

Citation

File Type

text

Language(s)

English

Rights

© 2005 American Concrete Institute (ACI), All rights reserved.

Publication Date

01 Jan 2005

Link to Full Text

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