Rail-bridge coupling element of unequal lengths for analysing train-track-bridge interaction systems

DOI10.1016/j.apm.2011.08.041zbMath1243.74183OpenAlexW2036308197MaRDI QIDQ437912

Zhi-Wu Yu, F. T. K. Au, Ping Lou

Publication date: 20 July 2012

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2011.08.041

zbMATH Keywords

finite element methodtrainrailBridge coupling elementrailway Bridgerailway track

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05)

Related Items (7)

Influences of train speed and concrete Young's modulus on random responses of a 3D train-track-girder-pier coupled system investigated by using PEM ⋮ Nonlinear model for the dynamic analysis of a time-dependent vehicle-cableway bridge system ⋮ Substructuring tools for probabilistic analysis of instrumented nonlinear moving oscillator-beam systems ⋮ Formulation of three-dimensional equations of motion for train-slab track-bridge interaction system and its application to random vibration analysis ⋮ A probabilistic model for track random irregularities in vehicle/track coupled dynamics ⋮ A stochastic dynamic model of train-track-bridge coupled system based on probability density evolution method ⋮ A coupled model for train-track-bridge stochastic analysis with consideration of spatial variation and temporal evolution

Cites Work

• Unnamed Item
• Finite element analysis for train-track-bridge interaction system
• Estimation of fatigue life of railway bridges under traffic loads
• An element for analysing vehicle-bridge systems considering vehicle's pitching effect
• Formulation of equations of motion of finite element form for vehicle–track–bridge interaction system with two types of vehicle model

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