Cracking Diagnosis in Fiber-Reinforced Concrete with Synthetic Fibers Using Piezoelectric Transducers

被引:61
作者
Voutetaki, Maristella E. [1 ]
Naoum, Maria C. [2 ]
Papadopoulos, Nikos A. [2 ]
Chalioris, Constantin E. [2 ]
机构
[1] Democritus Univ Thrace, Sch Engn, Struct Sci & Technol Div, Architectural Engn Dept, Xanthi 67100, Greece
[2] Democritus Univ Thrace, Sch Engn, Civil Engn Dept, Lab Reinforced Concrete & Seism Design Struct, Xanthi 67100, Greece
关键词
fiber-reinforced concrete; lead zirconate titanate (PZT); electromechanical impedance (EMI); structural health monitoring (SHM); BEAMS; BEHAVIOR; SHEAR; DEFORMATIONS; PERFORMANCE; TENSION; SENSORS;
D O I
10.3390/fib10010005
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The addition of short fibers in concrete mass offers a composite material with advanced properties, and fiber-reinforced concrete (FRC) is a promising alternative in civil engineering applications. Recently, structural health monitoring (SHM) and damage diagnosis of FRC has received increasing attention. In this work, the effectiveness of a wireless SHM system to detect damage due to cracking is addressed in FRC with synthetic fibers under compressive repeated load. In FRC structural members, cracking propagates in small and thin cracks due to the presence of the dispersed fibers and, therefore, the challenge of damage detection is increasing. An experimental investigation on standard 150 mm cubes made of FRC is applied at specific and loading levels where the cracks probably developed in the inner part of the specimens, whereas no visible cracks appeared on their surface. A network of small PZT patches, mounted to the surface of the FRC specimen, provides dual-sensing function. The remotely controlled monitoring system vibrates the PZT patches, acting as actuators by an amplified harmonic excitation voltage. Simultaneously, it monitors the signal of the same PZTs acting as sensors and, after processing the voltage frequency response of the PZTs, it transmits them wirelessly and in real time. FRC cracking due to repeated loading ad various compressive stress levels induces change in the mechanical impedance, causing a corresponding change on the signal of each PZT. The influence of the added synthetic fibers on the compressive behavior and the damage-detection procedure is examined and discussed. In addition, the effectiveness of the proposed damage-diagnosis approach for the prognosis of final cracking performance and failure is investigated. The objectives of the study also include the development of a reliable quantitative assessment of damage using the statistical index values at various points of PZT measurements.
引用
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页数:23
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