The failure of this vital subsystem can lead to the collapse of the whole prestressed structure. The tendon–anchorage subsystem of a prestressed structure plays an important role in transferring the prestress force to the entire structure. The numerical investigation demonstrates the potential of the EMI technique as a non-destructive testing method for assessing the structural integrity of prestressed structures. The results show that the simulated cracks in the bearing plate are successfully detected by tracking the shifts in the damage metrics. These metrics are then compared with a threshold to identify the presence of cracks in the bearing plate. Finally, the resulting EMI response was quantified using two damage metrics: root-mean-square deviation and correlation coefficient deviation. The EMI response of the target structure is numerically obtained under different simulated fatigue cracks in the bearing plate using the linear impedance analysis in the frequency domain. The prestress load is applied to the anchorage via the anchor head. Thirdly, a 3D finite element model of the PZT transducer–target anchorage subsystem is simulated, consisting of a concrete segment, a steel anchor head, and a steel bearing plate instrumented with a PZT transducer. Next, a well-established prestressed anchorage in the literature is selected as the target structure.
Firstly, the theory of the EMI technique is presented. This paper explores the feasibility of the electromechanical impedance (EMI) technique for fatigue crack detection in the bearing plate of a prestressed anchorage. The bearing plate is an important part of a tendon–anchorage subsystem however, its function and safety can be compromised by factors such as fatigue and corrosion.
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