Identification of steel strand tension based on nonlinear ultrasonic frequency-mixing technology
QIAN Ji1,2, LI Jianbin1,3, QIAO Zhenzhen1,3, TANG Guangwu2
1. State Key Lab of Mountain Bridge and Tunnel Engineering, Chongqing Jiaotong University, Chongqing 400074, China;
2. State Key Lab of Structural Dynamics of Bridge Engineering, Chongqing 400067, China;
3. College of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China
Abstract:Monitoring the stress level of steel strand is of great significance to ensure the reasonable structural performance of post-tensioned concrete structures, cable-stayed bridges and arch bridges. Based on the harmonic generation mechanism of steel wire contact model under the condition of one-dimensional incidence, the functional relationship between the tension of steel strand and the nonlinear coefficient of sideband frequency was established. Using finite element simulation and step-load testing, the sideband frequency nonlinear coefficient and second harmonic nonlinear coefficient at different tension levels were calculated, and the influence of the input power of the excitation was analyzed. The results show that obvious modulated sideband harmonics and second harmonics are generated in the steel strand when mixed frequency wave excited. The nonlinear coefficients of the sideband and the second harmonic wave under the influence of tension level change in accordance with the decline law of the theoretical model. In contrast, the nonlinear coefficient of sideband frequency changes more regularly with the tension and is less affected by the excitation source power.
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