Zhuoran Ma
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Zhuoran Ma has a total of 10 co-authors. Here are the top co-authors by number of shared publications:
- Bolun An
China Academy of Railway Sciences Corporation Limited, Beijing, P. R. China
2 shared publications - Liang Gao
Huazhong University of Science and Technology
2 shared publications - Shuai Ma
Infrastructure Inspection Research Institute, China Academy of Railway Sciences Co., Ltd., Beijing, China
2 shared publications - Yanglong Zhong
School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China
2 shared publications Liang Gao
1 shared publicationLiepeng Ling
1 shared publication
Latest Publications
- 21 October 2023
- Published by Elsevier in Engineering Failure Analysis
- Vol. 155
Slab arching degree identification and evaluation based on track dynamic inspection data
- 21 October 2023
- Published by Elsevier in Engineering Failure Analysis
- Vol. 155
Slab arching degree identification and evaluation based on track dynamic inspection data
- Open Access
- 24 June 2022
- Published by MDPI AG in Applied Sciences
- Vol. 12 (13) , 6435
Influence of Metro Track Irregularities on Pantograph Vibration and Its Interaction with Catenary
The problem of excessive wear of pantograph strips frequently occurs on China’s Z City Metro Line 1. After on-site investigation and analysis by the metro operating company, it was speculated that the problem was related to abnormal track irregularities. Therefore, taking Z City Metro Line 1 as the main research object, the measured track irregularity of the whole line was analyzed and compared with other typical track spectra, and a track-vehicle-pantograph-catenary coupling dynamics model was established to analyze the relationship between the pantograph-catenary dynamic characteristics and the track irregularity. The two frequency ranges of the track irregularity that have a significant impact on the pantograph-catenary contact were found. Finally, after numerical calculation and analysis, it is recommended to focus on the irregularities with the two wavelength ranges of 9~16 m and 3~4 m in the maintenance.
- 24 June 2022
- Published by MDPI AG in Applied Sciences
- Vol. 12 (13) , 6435
Open AccessInfluence of Metro Track Irregularities on Pantograph Vibration and Its Interaction with Catenary
The problem of excessive wear of pantograph strips frequently occurs on China’s Z City Metro Line 1. After on-site investigation and analysis by the metro operating company, it was speculated that the problem was related to abnormal track irregularities. Therefore, taking Z City Metro Line 1 as the main research object, the measured track irregularity of the whole line was analyzed and compared with other typical track spectra, and a track-vehicle-pantograph-catenary coupling dynamics model was established to analyze the relationship between the pantograph-catenary dynamic characteristics and the track irregularity. The two frequency ranges of the track irregularity that have a significant impact on the pantograph-catenary contact were found. Finally, after numerical calculation and analysis, it is recommended to focus on the irregularities with the two wavelength ranges of 9~16 m and 3~4 m in the maintenance.
- Open Access
- 1 July 2021
- Published by Elsevier in KSCE Journal of Civil Engineering
- Vol. 25 (7) , 2474-2486
Predicting Mechanical State of High-Speed Railway Elevated Station Track System Using a Hybrid Prediction Model
- 1 July 2021
- Published by Elsevier in KSCE Journal of Civil Engineering
- Vol. 25 (7) , 2474-2486
Open AccessPredicting Mechanical State of High-Speed Railway Elevated Station Track System Using a Hybrid Prediction Model
- Open Access
- 28 September 2020
- Published by MDPI AG in Applied Sciences
- Vol. 10 (19) , 6799
Arching Detection Method of Slab Track in High-Speed Railway Based on Track Geometry Data
During the long-term service of slab track, various external factors (such as complicated temperature) can result in a series of slab damages. Among them, slab arching changes the structural mechanical properties, deteriorates the track geometry conditions, and even threatens the operation of trains. Therefore, it is necessary to detect slab arching accurately to achieve effective maintenance. However, the current damage detection methods cannot satisfy high accuracy and low cost simultaneously, making it difficult to achieve large-scale and efficient arching detection. To this end, this paper proposed a vision-based arching detection method using track geometry data. The main works include: (1) data nonlinear deviation correction and arching characteristics analysis; (2) data conversion and augmentation; (3) design and experiments of convolutional neural network- based detection model. The results show that the proposed method can detect arching damages effectively, and the F1-score reaches 98.4%. By balancing the sample size of each pattern, the performance can be further improved. Moreover, the method outperforms the plain deep learning network. In practice, the proposed method can be employed to detect slab arching and help to make maintenance plans. The method can also be applied to the data-based detection of other structural damages and has broad prospects.
- 28 September 2020
- Published by MDPI AG in Applied Sciences
- Vol. 10 (19) , 6799
Open AccessArching Detection Method of Slab Track in High-Speed Railway Based on Track Geometry Data
During the long-term service of slab track, various external factors (such as complicated temperature) can result in a series of slab damages. Among them, slab arching changes the structural mechanical properties, deteriorates the track geometry conditions, and even threatens the operation of trains. Therefore, it is necessary to detect slab arching accurately to achieve effective maintenance. However, the current damage detection methods cannot satisfy high accuracy and low cost simultaneously, making it difficult to achieve large-scale and efficient arching detection. To this end, this paper proposed a vision-based arching detection method using track geometry data. The main works include: (1) data nonlinear deviation correction and arching characteristics analysis; (2) data conversion and augmentation; (3) design and experiments of convolutional neural network- based detection model. The results show that the proposed method can detect arching damages effectively, and the F1-score reaches 98.4%. By balancing the sample size of each pattern, the performance can be further improved. Moreover, the method outperforms the plain deep learning network. In practice, the proposed method can be employed to detect slab arching and help to make maintenance plans. The method can also be applied to the data-based detection of other structural damages and has broad prospects.