副教授 硕士生导师
性别: 男
毕业院校: 大连理工大学
学位: 博士
所在单位: 水利工程系
学科: 水工结构工程. 防灾减灾工程及防护工程. 工程管理
办公地点: 抗震实验大厅202
联系方式: 0411-84706429
电子邮箱: shuli@dlut.edu.cn
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论文类型: 期刊论文
发表时间: 2018-05-01
发表刊物: STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL
收录刊物: SCIE
卷号: 17
期号: 3
页面范围: 461-471
ISSN号: 1475-9217
关键字: Electro-mechanical impedance; piezoelectric materials; fiber-reinforced polymer; reinforced concrete; debonding
摘要: For reinforced concrete structures, the use of fiber-reinforced polymer rebars to replace the steel reinforcement is a topic that is receiving increasing attention, especially where corrosion is a serious issue. However, fiber-reinforced polymer rebar-reinforced concrete always carries the risk of structural failure initiated from the debonding damage that might occur at the reinforcement-concrete interface. This study employed an electro-mechanical impedance-based structural health monitoring technique by applying lead-zirconate-titanate ceramic patches to detect the debonding damage of a carbon fiber-reinforced polymer rebar reinforced concrete. In the experimental study, a carbon fiber-reinforced polymer rebar reinforced concrete specimen was fabricated and it was subjected to a pullout test to initiate the debonding damage at the reinforcement-concrete interface. The impedance and admittance signatures were measured from an impedance analyzer according to the different debonding conditions between the reinforcement and the concrete. Statistical damage metrics, root-mean-square deviation and mean absolute percentage deviation, were used to quantify the changes in impedance signatures measured at the lead-zirconate-titanate patches due to debonding conditions. The results illustrated the capability of the electro-mechanical impedance-based structural health monitoring technique for detecting the debonding damage of fiber-reinforced polymer rebar-reinforced concrete structures.