Optimizing Components in the Rail Support System for Dynamic Vibration Absorption and Pass-By Noise Reduction
Paper in proceeding, 2024

The rail pad stiffness is central in the conflict of interest between reducing airborne noise or track loads. Slab tracks typically have a low rail pad stiffness. This study explores two-stage elastic rail supports for slab tracks as a means to reduce noise while not increasing the track loads and hence ground vibrations. In a time-domain simulation, track forces and noise radiation are compared for several setups with parametrized rail support components. The results show that (I) the rail pad stiffness is the major lever for adjusting the radiated sound power, (II) the lower stiffness is important for adjusting the rolling contact forces and load on the track components, and (III) that optimizing for a lower sound power generally produces higher rolling contact forces.

Waveguide FE

Moving Green's functions

Discrete coupling

Wavenumber BE

2.5D

Slab track

Two-stage elastic support

Author

Jannik Theyssen

Chalmers, Architecture and Civil Engineering, Applied Acoustics

Astrid Pieringer

Chalmers, Architecture and Civil Engineering, Applied Acoustics

Wolfgang Kropp

Chalmers, Architecture and Civil Engineering, Applied Acoustics

Lecture Notes in Mechanical Engineering

21954356 (ISSN) 21954364 (eISSN)

Vol. Noise and Vibration Mitigation for Rail Transportation Systems 673-681
978-981-99-7852-6 (ISBN)

International Workshop on Railway Noise (IWRN)
Shanghai, China,

Driving research and innovation to push Europe's rail system forward (IN2TRACK3)

Swedish Transport Administration (2021/19114), 2021-01-01 -- 2023-12-31.

European Commission (EC) (EC/H2020/101012456), 2021-01-01 -- 2023-12-31.

Driving Forces

Sustainable development

Areas of Advance

Transport

Subject Categories

Applied Mechanics

Fluid Mechanics and Acoustics

DOI

10.1007/978-981-99-7852-6_64

More information

Created

3/4/2024 8