Vertical and Horizontal Vibration Response for Corrugated Track Curves Supported on Steel and PY-Type Concrete Sleepers

Bingo Balekwa, Danie Fourie, Daramy Vandi Von Kallon

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

1 Citation (Scopus)

Abstract

A modal method experiment is conducted to study the dynamic difference in rails supported on PY-type concrete and steel sleepers. Frequency Response Functions (FRFs) for rails supported on both types of sleepers are studied and correlated with one another. Vibration response of the rails is studied for two positions; mid-span and on top of sleeper point. Resonance modes of interest are excited in a mid-frequency range of 0 - 500 Hz. These occur in the vertical direction for rail on PY-type concrete sleepers and in the horizontal direction for rail on steel sleepers. When the entire response window is considered, the FRFs prove resonances of the rail supported on steel sleepers to be heavily damped than those of rail supported on PY-type concrete sleepers. In contrast, accelerance (frequency-dependent acceleration of a point divided by the force excitation) is slightly higher for rail on steel sleepers. Explanation to this may be that the rail weighs 9 Kg less (per meter length) than rail on PY-type concrete sleepers. Different parts of the response FRF may be stiffness and some mass dominated. Vibration response in a horizontal direction is higher and more pronounced than the vertical for rails supported on both types of sleepers and on both positions of the rail.

Original languageEnglish
Title of host publication2019 Open Innovations Conference, OI 2019
EditorsNixon Muganda Ochara, Julius Nyerere Odhiambo
PublisherInstitute of Electrical and Electronics Engineers Inc.
Pages425-433
Number of pages9
ISBN (Electronic)9781728134642
DOIs
Publication statusPublished - Oct 2019
Event2019 Open Innovations Conference, OI 2019 - Cape Town, South Africa
Duration: 2 Oct 20194 Oct 2019

Publication series

Name2019 Open Innovations Conference, OI 2019

Conference

Conference2019 Open Innovations Conference, OI 2019
Country/TerritorySouth Africa
CityCape Town
Period2/10/194/10/19

Keywords

  • Accelerance
  • FRF
  • Modal analysis
  • PY-type concrete sleeper
  • Rail corrugation
  • Short-pitch
  • Steel sleeper

ASJC Scopus subject areas

  • Computer Networks and Communications
  • Computer Science Applications
  • Information Systems
  • Health Informatics
  • Education
  • Health (social science)
  • Sociology and Political Science

Fingerprint

Dive into the research topics of 'Vertical and Horizontal Vibration Response for Corrugated Track Curves Supported on Steel and PY-Type Concrete Sleepers'. Together they form a unique fingerprint.

Cite this