Efficacy of PZT Sensors Network Different Configurations in Damage Detection of Fiber-Reinforced Concrete Prisms under Repeated Loading

• Published in: Sensors (Basel, Switzerland) Switzerland), 2024-08, Vol.24 (17), p.5660
• Main Authors: Naoum, Maria C, Papadopoulos, Nikos A, Sapidis, George M, Voutetaki, Maristella E
• Format: Article
• Language: English
• Subjects: Accelerometers; Composite materials; Concrete; Corrosion; Crack propagation; damage diagnosis; Ductility; electromechanical impedance (EMI); Failure; fiber-reinforced concrete (FRC); Investigations; Mechanical properties; Methods; piezoelectric lead zirconate titanate (PZT); Polyvinyl alcohol; Propagation; Reinforced concrete; Sensors; sensors network; structural health monitoring (SHM)
• ISSN: 1424-8220; 1424-8220
• DOI: 10.3390/s24175660

Real-time structural health monitoring (SHM) and accurate diagnosis of imminent damage are critical to ensure the structural safety of conventional reinforced concrete (RC) and fiber-reinforced concrete (FRC) structures. Implementations of a piezoelectric lead zirconate titanate (PZT) sensor network in the critical areas of structural members can identify the damage level. This study uses a recently developed PZT-enabled Electro-Mechanical Impedance (EMI)-based, real-time, wireless, and portable SHM and damage detection system in prismatic specimens subjected to flexural repeated loading plain concrete (PC) and FRC. Furthermore, this research examined the efficacy of the proposed SHM methodology for FRC cracking identification of the specimens at various loading levels with different sensor layouts. Additionally, damage quantification using values of statistical damage indices is included. For this reason, the well-known conventional static metric of the Root Mean Square Deviation (RMSD) and the Mean Absolute Percentage Deviation (MAPD) were used and compared. This paper addresses a reliable monitoring experimental methodology in FRC to diagnose damage and predict the forthcoming flexural failure at early damage stages, such as at the onset of cracking. Test results indicated that damage assessment is successfully achieved using RMSD and MAPD indices of a strategically placed network of PZT sensors. Furthermore, the Upper Control Limit (UCL) index was adopted as a threshold for further sifting the scalar damage indices. Additionally, the proposed PZT-enable SHM method for prompt damage level is first established, providing the relationship between the voltage frequency response of the 32 PZT sensors and the crack propagation of the FRC prisms due to the step-by-step increased imposed load. In conclusion, damage diagnosis through continuous monitoring of PZTs responses of FRC due to flexural loading is a quantitative, reliable, and promising application.