Abstract

High-precision ultrasound imaging of void defects is critical for the performance and safety assessment of ballastless track structures. The sound propagation velocity of each layer in the ballastless track structure is quite different. However, the traditional concrete Synthetic Aperture Focusing Technique (SAFT) ultrasound imaging method is based on the assumption that the concrete has a single constant shear wave velocity. Thus, it is not a suitable method for the ultrasonic imaging of multilayer structures. In this paper, a Multilayer SAFT high-precision ultrasound imaging method is proposed. It is based on the ray-tracing technique and uses the Fermat principle to find the refraction point that minimizes the delay of the acoustic wave propagation path at the interface of the discrete layers. Then, the acoustic wave propagation path is segmented by the position of the refraction point, and the propagation delay of the ultrasonic wave is obtained segment by segment. Thus, the propagation delay of the ultrasonic wave is obtained one by one, so that the propagation delay of the ultrasonic wave in the multilayer structure can be accurately obtained. Finally, the focused image is obtained according to the SAFT imaging algorithm. The finite element simulation and experimental results show that the Multilayer SAFT imaging method can accurately track the propagation path of the ultrasonic wave in ballastless track structures, as well as accurately calculate the propagation delay of the ultrasonic wave and the lengths of void defects. The high accuracy of the Multilayer SAFT imaging represents a significant improvement compared to traditional SAFT imaging.

Highlights

  • IntroductionBy the end of 2018, the total length of the Chinese high-speed railway reached 29,000 km [1]

  • By the end of 2018, the total length of the Chinese high-speed railway reached 29,000 km [1].The ballastless track structure is the main track structure of China’s high-speed rail lines, accounting for more than 50% of the operating lines [2]

  • Void defects have become a major source of danger affecting

Read more

Summary

Introduction

By the end of 2018, the total length of the Chinese high-speed railway reached 29,000 km [1]. The ballastless track structure is the main track structure of China’s high-speed rail lines, accounting for more than 50% of the operating lines [2]. The high-speed rail ballastless track structure is a typical multilayer structure in which the track slab (concrete material) and bedplate (concrete material) are bonded together by cement, asphalt, and mortar [3]. The high-speed rail ballastless track structure is an important bearing component. Taking the Shanghai–Hangzhou high-speed railway in the Shanghai Railway Administration as an example, a total of 3912 defects were found in 2018. Void defects have become a major source of danger affecting

Methods
Results
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call