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
Hlavní autori: Dong, Yufeng, Zhang, Wenyang, Shamsabadi, Anoosh, Shi, Li, Taciroglu, Ertugrul
Médium: Journal Article
Jazyk:English
Vydavateľské údaje: Basel MDPI AG 01.08.2023
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ISSN:2076-3417, 2076-3417
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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.
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
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crossref_primary_10_3390_app13169460
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Snippet Vibration analysis of bridges induced by train loads is a crucial aspect of railway design, particularly considering the complexity of vehicle components such...
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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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Title A Vehicle–Bridge Interaction Element: Implementation in ABAQUS and Verification
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