A Vehicle–Bridge Interaction Element: Implementation in ABAQUS and Verification
Vibration analysis of bridges induced by train loads is a crucial aspect of railway design, particularly considering the complexity of vehicle components such as bogie-suspension systems. Consequently, railway engineers have endeavored to improve the computational efficiency and applicability of tra...
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| Vydané v: | Applied sciences Ročník 13; číslo 15; s. 8812 |
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01.08.2023
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| Abstract | Vibration analysis of bridges induced by train loads is a crucial aspect of railway design, particularly considering the complexity of vehicle components such as bogie-suspension systems. Consequently, railway engineers have endeavored to improve the computational efficiency and applicability of train models using the finite-element method. This paper introduces a toolbox implemented in ABAQUS through a user-defined element (UEL) subroutine, which incorporates the vehicle–bridge interaction (VBI) element theory. This toolbox effectively handles diverse vehicle–bridge interaction systems. In the proposed theory, the wheel-track contact force is derived based on the bridge response, eliminating the need for an iterative process and significantly reducing computational workload compared to classical physics-based analysis. The presented approach is validated through a moving sprung mass model and a moving rigid bar model. Furthermore, a case study is conducted on a three-dimensional finite-element model of a high-speed railway bridge in China, based on a design sketch, to showcase the capabilities of the developed scheme. The study demonstrates the practical application of the proposed methodology in analyzing vehicle–bridge structures with high complexity. |
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| AbstractList | Vibration analysis of bridges induced by train loads is a crucial aspect of railway design, particularly considering the complexity of vehicle components such as bogie-suspension systems. Consequently, railway engineers have endeavored to improve the computational efficiency and applicability of train models using the finite-element method. This paper introduces a toolbox implemented in ABAQUS through a user-defined element (UEL) subroutine, which incorporates the vehicle–bridge interaction (VBI) element theory. This toolbox effectively handles diverse vehicle–bridge interaction systems. In the proposed theory, the wheel-track contact force is derived based on the bridge response, eliminating the need for an iterative process and significantly reducing computational workload compared to classical physics-based analysis. The presented approach is validated through a moving sprung mass model and a moving rigid bar model. Furthermore, a case study is conducted on a three-dimensional finite-element model of a high-speed railway bridge in China, based on a design sketch, to showcase the capabilities of the developed scheme. The study demonstrates the practical application of the proposed methodology in analyzing vehicle–bridge structures with high complexity. |
| Audience | Academic |
| Author | Shamsabadi, Anoosh Zhang, Wenyang Shi, Li Taciroglu, Ertugrul Dong, Yufeng |
| Author_xml | – sequence: 1 givenname: Yufeng orcidid: 0000-0001-7988-6104 surname: Dong fullname: Dong, Yufeng – sequence: 2 givenname: Wenyang surname: Zhang fullname: Zhang, Wenyang – sequence: 3 givenname: Anoosh surname: Shamsabadi fullname: Shamsabadi, Anoosh – sequence: 4 givenname: Li orcidid: 0000-0001-9267-2063 surname: Shi fullname: Shi, Li – sequence: 5 givenname: Ertugrul orcidid: 0000-0001-9618-1210 surname: Taciroglu fullname: Taciroglu, Ertugrul |
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| SubjectTerms | ABAQUS Automobiles ballast less slab track Bridges Equipment and supplies finite-element method High speed rail High speed trains high-speed railway Nanoparticles Shear strain user-defined element (UEL) vehicle–bridge interaction (VBI) Velocity Wheels |
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