Detect the stiffness transition in beam structures by using the passive tap-scan method

• Published in: Mechanical systems and signal processing 2023-06, Vol.192, p.110211, Article 110211
• Main Authors: Hu, Zhuyou, Lin, Ping, Guo, He, Zhang, Yumei, Xiang, Zhihai
• Format: Article
• Language: English
• Subjects: Beam structures; Field test; Stiffness transition; Tap-scan method; Vehicle-bridge interaction
• ISSN: 0888-3270; 1096-1216
• DOI: 10.1016/j.ymssp.2023.110211

•Vehicle acceleration is very sensitive to the stiffness transition in the beam.•New algorithm is proposed to give the quantitative evaluation of damage.•Laboratory experiments on a real pre-stressed concrete T-beam are reported.•Implementation to the field test on a real bridge is demonstrated. Damage detection of bridges through the response of a passing vehicle has drawn much attention in recent years. Most related researches focus on the impact of the bridge stiffness on vehicle responses. However, this paper demonstrates that the vehicle response is more sensitive to the stiffness transition in bridge girders. The theoretical basis is established on a vehicle-bridge interaction model, in which the change of an effective vehicle stiffness is introduced to represent the change of beam stiffness. The solution to this problem clearly shows that the acceleration of vehicle has an abrupt change at the stiffness transition point due to the discontinuity of the stiffness gradient. This effect will be enhanced when applying a tapping force near the vehicle resonance frequency. This tapping force can be economically generated by coordinating the vehicle velocity and the geometric pattern of toothed wheels, which was called the “passive tap-scan method” in a recent paper. This theory also reveals that the amplitude of the acceleration of vehicle is a quadratic function of the stiffness change ratio. Hence, a novel damage detection method is proposed to give a quantitative evaluation of the damage. These theoretical findings are quantitatively verified by numerical simulations and experimental tests on a standard pre-stressed concrete T-beam. Then, the practical capability of this damage detection method is further demonstrated through a field test on a real bridge.