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基于压电陶瓷传感器的CFRP加固混凝土梁脱粘检测与监测

Debonding Detection and Monitoring for CFRP Reinforced Concrete Beams Using Pizeoceramic Sensors.

作者信息

Liu Shukui, Sun Wei, Jing Hongwen, Dong Zhaoxing

机构信息

State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, China.

School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, China.

出版信息

Materials (Basel). 2019 Jul 4;12(13):2150. doi: 10.3390/ma12132150.

Abstract

The bonding status between Carbon Fiber Reinforced Polymer (CFRP) and concrete is one of the key issues for the safety of CFPR-reinforced structures, thus it is of great importance to detect the debonding as early as possible. Instead of detecting the debonding which is artificially set at the very beginning, this paper investigates the feasibility of using low-cost piezoceramic sensors to detect and monitor the debonding of CFRP-reinforced concrete beams in situ. For existing debonding detection, a concrete beam reinforced with CFRP sheet was loaded through the three-point bending test till failure to induce debonding between CFRP sheet and the concrete substrate, and piezoceramic sensors were used to detect the existing debonding by analyzing the receiving ultrasonic waves. In addition, the debonding detection results were further compared with and verified by the vision-based strain testing results. For in-situ debonding monitoring, 10 piezoceramic sensors were used as an array to track the wave transmission changes during the loading process of a CFRP-reinforced concrete beam, and the debonding development process was successfully monitored. The test results show that the low-cost piezoceramic sensors are very effective to generate and receive ultrasonic waves, and are capable of detecting the existing debonding and monitoring of the in-situ debonding process as well.

摘要

碳纤维增强聚合物(CFRP)与混凝土之间的粘结状态是CFRP加固结构安全的关键问题之一,因此尽早检测脱粘至关重要。本文并非检测一开始就人为设置的脱粘情况,而是研究使用低成本压电陶瓷传感器原位检测和监测CFRP加固混凝土梁脱粘的可行性。对于现有脱粘检测,对粘贴CFRP板的混凝土梁进行三分点弯曲试验直至破坏,以引发CFRP板与混凝土基体之间的脱粘,通过分析接收的超声波,利用压电陶瓷传感器检测现有脱粘情况。此外,将脱粘检测结果与基于视觉的应变测试结果进行进一步比较和验证。对于原位脱粘监测,使用10个压电陶瓷传感器组成阵列,跟踪CFRP加固混凝土梁加载过程中的波传播变化,成功监测了脱粘发展过程。试验结果表明,低成本压电陶瓷传感器在产生和接收超声波方面非常有效,并且能够检测现有脱粘情况以及监测原位脱粘过程。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/36d3/6651543/c8f76fb7d551/materials-12-02150-g001.jpg

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