Wind deflection analysis of railway catenary under crosswind based on nonlinear finite element model and wind tunnel test
This paper evaluates the railway catenary's wind deflection under crosswind based on wind tunnel experiments and a nonlinear finite element model. A catenary model is constructed based on the absolute nodal coordinate formulation to describe the geometrical nonlinearity of the system. The aerod...
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| Published in | Mechanism and machine theory Vol. 168; p. 104608 |
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| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
01.02.2022
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| Subjects | |
| Online Access | Get full text |
| ISSN | 0094-114X 1873-3999 |
| DOI | 10.1016/j.mechmachtheory.2021.104608 |
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| Abstract | This paper evaluates the railway catenary's wind deflection under crosswind based on wind tunnel experiments and a nonlinear finite element model. A catenary model is constructed based on the absolute nodal coordinate formulation to describe the geometrical nonlinearity of the system. The aerodynamic forces acting on the catenary are derived according to the quasi-steady theory, and the aerodynamic coefficients are obtained by wind tunnel experiments. A procedure to generate the three-dimensional fluctuating wind field along the catenary is presented. The extreme value of the wind deflection is estimated based on a Poisson approximation of the extreme value distribution. The numerical accuracy is validated by wind tunnel experimental results of an aeroelastic catenary. The response, statistics, frequency characteristics and extreme value of the contact wire's wind deflection are investigated through numerical simulations. The analysis results indicate that the maximum wind deflection will exceed the safety limit for the analysed catenary with a turbulence intensity of more than 15%. The adjustment of some critical parameters of the catenary system can reduce the maximum wind deflection. |
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| AbstractList | This paper evaluates the railway catenary's wind deflection under crosswind based on wind tunnel experiments and a nonlinear finite element model. A catenary model is constructed based on the absolute nodal coordinate formulation to describe the geometrical nonlinearity of the system. The aerodynamic forces acting on the catenary are derived according to the quasi-steady theory, and the aerodynamic coefficients are obtained by wind tunnel experiments. A procedure to generate the three-dimensional fluctuating wind field along the catenary is presented. The extreme value of the wind deflection is estimated based on a Poisson approximation of the extreme value distribution. The numerical accuracy is validated by wind tunnel experimental results of an aeroelastic catenary. The response, statistics, frequency characteristics and extreme value of the contact wire's wind deflection are investigated through numerical simulations. The analysis results indicate that the maximum wind deflection will exceed the safety limit for the analysed catenary with a turbulence intensity of more than 15%. The adjustment of some critical parameters of the catenary system can reduce the maximum wind deflection. |
| ArticleNumber | 104608 |
| Author | Rønnquist, Anders Zhang, Mingjie Song, Yang Øiseth, Ole |
| Author_xml | – sequence: 1 givenname: Yang surname: Song fullname: Song, Yang organization: Department of Structural Engineering, Norwegian University of Science and Technology, Trondheim 7491, Norway – sequence: 2 givenname: Mingjie surname: Zhang fullname: Zhang, Mingjie email: mingjie.zhang@ntnu.no organization: Department of Structural Engineering, Norwegian University of Science and Technology, Trondheim 7491, Norway – sequence: 3 givenname: Ole surname: Øiseth fullname: Øiseth, Ole organization: Department of Structural Engineering, Norwegian University of Science and Technology, Trondheim 7491, Norway – sequence: 4 givenname: Anders surname: Rønnquist fullname: Rønnquist, Anders organization: Department of Structural Engineering, Norwegian University of Science and Technology, Trondheim 7491, Norway |
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| Keywords | Catenary Crosswind Electrified railway Contact wire Wind deflection Finite element |
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| SubjectTerms | Catenary Contact wire Crosswind Electrified railway Finite element Wind deflection |
| Title | Wind deflection analysis of railway catenary under crosswind based on nonlinear finite element model and wind tunnel test |
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