Structural dynamics analysis is widely used in the fields of civil engineering, automobile manufacturing industry, Aerospace industry, and construction machinery. It is rarely applied in the railway transportation industry, especially the catenary arm structure. In this paper, a dynamic analysis of the cantilever structure is carried out, and the natural frequency of the cantilever structure is obtained. Through research, the frequency range that can cause the resonance of the cantilever structure is found and compared with the structural vibration frequency caused by the external load in the actual working condition. For this purpose, a finite element model of cantilever structure was created based on engineering practice. Static analysis was done by using finite element method to test the model’s strength and stiffness. Then a dynamic model was made and modal analysis was done in order to get the first ten natural frequencies and corresponding modes. Resonance frequency was got by taking harmonic response analysis under the influence of external load. After all of these, a conclusion was made and the overall structure of the resonance phenomenon will not occur in actual situation which coincides with engineering actuality. It provides theoretical support for engineering practice. And also provides a theoretical basis for the follow-up structural anti-loose research.
| Published in | American Journal of Traffic and Transportation Engineering (Volume 6, Issue 3) |
| DOI | 10.11648/j.ajtte.20210603.11 |
| Page(s) | 52-57 |
| Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
| Copyright |
Copyright © The Author(s), 2024. Published by Science Publishing Group |
Finite Element Method, Nature Frequency, Static Analysis, Dynamic Analysis, Cantilever Structure
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APA Style
Li Shaopeng. (2021). Dynamic Analysis of Cantilever Structure for Catenary System. American Journal of Traffic and Transportation Engineering, 6(3), 52-57. https://doi.org/10.11648/j.ajtte.20210603.11
ACS Style
Li Shaopeng. Dynamic Analysis of Cantilever Structure for Catenary System. Am. J. Traffic Transp. Eng. 2021, 6(3), 52-57. doi: 10.11648/j.ajtte.20210603.11
AMA Style
Li Shaopeng. Dynamic Analysis of Cantilever Structure for Catenary System. Am J Traffic Transp Eng. 2021;6(3):52-57. doi: 10.11648/j.ajtte.20210603.11
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Download@article{10.11648/j.ajtte.20210603.11,
author = {Li Shaopeng},
title = {Dynamic Analysis of Cantilever Structure for Catenary System},
journal = {American Journal of Traffic and Transportation Engineering},
volume = {6},
number = {3},
pages = {52-57},
doi = {10.11648/j.ajtte.20210603.11},
url = {https://doi.org/10.11648/j.ajtte.20210603.11},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajtte.20210603.11},
abstract = {Structural dynamics analysis is widely used in the fields of civil engineering, automobile manufacturing industry, Aerospace industry, and construction machinery. It is rarely applied in the railway transportation industry, especially the catenary arm structure. In this paper, a dynamic analysis of the cantilever structure is carried out, and the natural frequency of the cantilever structure is obtained. Through research, the frequency range that can cause the resonance of the cantilever structure is found and compared with the structural vibration frequency caused by the external load in the actual working condition. For this purpose, a finite element model of cantilever structure was created based on engineering practice. Static analysis was done by using finite element method to test the model’s strength and stiffness. Then a dynamic model was made and modal analysis was done in order to get the first ten natural frequencies and corresponding modes. Resonance frequency was got by taking harmonic response analysis under the influence of external load. After all of these, a conclusion was made and the overall structure of the resonance phenomenon will not occur in actual situation which coincides with engineering actuality. It provides theoretical support for engineering practice. And also provides a theoretical basis for the follow-up structural anti-loose research.},
year = {2021}
}
TY - JOUR T1 - Dynamic Analysis of Cantilever Structure for Catenary System AU - Li Shaopeng Y1 - 2021/06/03 PY - 2021 N1 - https://doi.org/10.11648/j.ajtte.20210603.11 DO - 10.11648/j.ajtte.20210603.11 T2 - American Journal of Traffic and Transportation Engineering JF - American Journal of Traffic and Transportation Engineering JO - American Journal of Traffic and Transportation Engineering SP - 52 EP - 57 PB - Science Publishing Group SN - 2578-8604 UR - https://doi.org/10.11648/j.ajtte.20210603.11 AB - Structural dynamics analysis is widely used in the fields of civil engineering, automobile manufacturing industry, Aerospace industry, and construction machinery. It is rarely applied in the railway transportation industry, especially the catenary arm structure. In this paper, a dynamic analysis of the cantilever structure is carried out, and the natural frequency of the cantilever structure is obtained. Through research, the frequency range that can cause the resonance of the cantilever structure is found and compared with the structural vibration frequency caused by the external load in the actual working condition. For this purpose, a finite element model of cantilever structure was created based on engineering practice. Static analysis was done by using finite element method to test the model’s strength and stiffness. Then a dynamic model was made and modal analysis was done in order to get the first ten natural frequencies and corresponding modes. Resonance frequency was got by taking harmonic response analysis under the influence of external load. After all of these, a conclusion was made and the overall structure of the resonance phenomenon will not occur in actual situation which coincides with engineering actuality. It provides theoretical support for engineering practice. And also provides a theoretical basis for the follow-up structural anti-loose research. VL - 6 IS - 3 ER -
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