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Performance of Corrosion-Damaged RC Columns Repaired by CFRP Sheets

机译:CFRP板材修复的腐蚀损坏RC柱的性能

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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 priorto 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.
机译:本研究旨在探讨CFRP纸张抑制RC柱嵌入式钢筋腐蚀过程的效果。在加速的腐蚀过程下,共有30个小尺寸的RC柱进行调节,然后在单轴压缩下进行测试到失败。 CFRP薄片PRIORTO加强了一些柱子加速腐蚀过程的开始,以模拟用CFRP纸张包裹的新构造的RC柱。在一定时期的加速腐蚀过程后,通过CFRP板加强了其他方法,以通过用CFRP片材包装来修复腐蚀损坏的RC色谱柱。在加速腐蚀过程中,监测腐蚀速率。测试结果表明,虽然CFRP板包裹减少了腐蚀速率,但钢筋的腐蚀可以继续发生。基于小规模的RC柱测试,提出了设计指南,通过4个中型RC列的测试结果验证了所提出的设计指南。建议的设计指南引入了等效区域的概念,以考虑腐蚀损坏,如内部开裂和钢筋的横截面损失。

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