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Damage characteristics and assessment of corroded RC beam-column joint under cyclic loading based on acoustic emission monitoring

机译:基于声发射监测的锈蚀RC梁柱节点在循环荷载作用下的损伤特性及评估

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摘要

Corrosion of reinforcements is a potential threat to reinforced concrete (RC) structures, especially in terms of their seismic performance. In this study, the damage characteristics of corroded RC beam-column joints under lateral cyclic loading were inspected by Acoustic Emission (AE) technique. It was found that AE technique was also effective for monitoring and assessing the damage of corroded RC structures. AE hits analysis and amplitude analysis were conducted to expose the crack development process and the potential damage pattern. Both analysis results demonstrated a good correlation with the experimental observation. Based on the b-value analysis, the magnitude variation of the cracks along with the lateral loading process was then examined. Besides, AE intensity analysis revealed that there was a good correlation between peak value of history index and the drift ratio of maximum capacity reached for corroded joints. Accumulative AE energy revealed a good correlation with accumulative hysteretic energy and based on that, damage level prediction equations for corroded joints were proposed.
机译:钢筋的腐蚀是对钢筋混凝土(RC)结构的潜在威胁,特别是就其抗震性能而言。在这项研究中,通过声发射(AE)技术检查了锈蚀的RC梁柱节点在横向循环荷载作用下的损伤特性。发现AE技术对于监测和评估腐蚀的RC结构的损坏也是有效的。进行了AE命中分析和振幅分析,以揭示裂纹的发展过程和潜在的损坏模式。两种分析结果均表明与实验观察结果具有良好的相关性。基于b值分析,然后检查了裂纹的大小变化以及横向载荷过程。此外,AE强度分析表明,历史指数的峰值与腐蚀接头所达到的最大能力的漂移比之间具有良好的相关性。累积的AE能量与累积的磁滞能量具有良好的相关性,在此基础上,提出了腐蚀接头的损伤水平预测方程。

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