Skip to content Skip to navigation
University of Warwick
  • Study
  • |
  • Research
  • |
  • Business
  • |
  • Alumni
  • |
  • News
  • |
  • About

University of Warwick
Publications service & WRAP

Highlight your research

  • WRAP
    • Home
    • Search WRAP
    • Browse by Warwick Author
    • Browse WRAP by Year
    • Browse WRAP by Subject
    • Browse WRAP by Department
    • Browse WRAP by Funder
    • Browse Theses by Department
  • Publications Service
    • Home
    • Search Publications Service
    • Browse by Warwick Author
    • Browse Publications service by Year
    • Browse Publications service by Subject
    • Browse Publications service by Department
    • Browse Publications service by Funder
  • Help & Advice
University of Warwick

The Library

  • Login
  • Admin

Vibration serviceability of a GFRP railway crossing due to pedestrians and train excitation

Tools
- Tools
+ Tools

Russell, J. M., Wei, Xiaojun, Živanović, Stana and Kruger, C. (2020) Vibration serviceability of a GFRP railway crossing due to pedestrians and train excitation. Engineering Structures, 219 . 110756. doi:10.1016/j.engstruct.2020.110756 ISSN 0141-0296.

[img]
Preview
PDF
WRAP-vibration-serviceability-GFRP-railway-crossing-pedestrians-train-excitation-Russell-2020.pdf - Published Version - Requires a PDF viewer.
Available under License Creative Commons Attribution 4.0.

Download (3184Kb) | Preview
[img] PDF
Vibration Servicabilty of a GFRP Railway Crossing Due to Pedestrians and Train Excitation - Preprint.pdf - Accepted Version
Embargoed item. Restricted access to Repository staff only - Requires a PDF viewer.

Download (12Mb)
Official URL: https://doi.org/10.1016/j.engstruct.2020.110756

Request Changes to record.

Abstract

Glass Fibre-Reinforced Polymers (GFRPs) are a popular option for pedestrian bridges over railway lines as they cause little disruption for installation or maintenance. However, as they are typically lighter and less stiff than traditional materials there is concern about their dynamic response due to human induced actions and train buffeting. Due to a lack of experimental information, further data is needed if such bridges are to be used on future lines, especially with higher speed limits. This paper presents an experimental investigation of the response of a 14.5m GFRP truss bridge due to pedestrian loading and train induced vibrations. Vibration modes of interest were identified from impact hammer tests. The vibration responses to a range of human loading scenarios, as well as multiple train passes, were measured. The vibration levels remained low under all conditions, demonstrating that this particular type of GFRP bridge is suitable for railway crossings and that further optimisations may be available to designers while meeting vibration serviceability limits. However, consideration of the loadings suggests GFRP bridges may be more susceptible to higher pedestrian harmonics than traditional structures, and that vibrations from train buffeting are likely to be a design consideration for future bridges over high speed lines.

Item Type: Journal Article
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TF Railroad engineering and operation
T Technology > TG Bridge engineering
Divisions: Faculty of Science, Engineering and Medicine > Engineering > Engineering
Library of Congress Subject Headings (LCSH): Glass fibers, Fiber-reinforced plastics, Glass-reinforced plastics , Railroad tracks -- Materials, Railroad tracks -- Vibration , Footbridges , Vibration
Journal or Publication Title: Engineering Structures
Publisher: Elsevier Science Ltd.
ISSN: 0141-0296
Official Date: 15 September 2020
Dates:
DateEvent
15 September 2020Published
16 June 2020Available
5 May 2020Accepted
Volume: 219
Article Number: 110756
DOI: 10.1016/j.engstruct.2020.110756
Status: Peer Reviewed
Publication Status: Published
Access rights to Published version: Open Access (Creative Commons)
Date of first compliant deposit: 19 June 2020
Date of first compliant Open Access: 19 June 2020
RIOXX Funder/Project Grant:
Project/Grant IDRIOXX Funder NameFunder ID
EP/M021505/1[EPSRC] Engineering and Physical Sciences Research Councilhttp://dx.doi.org/10.13039/501100000266
Related URLs:
  • Related dataset

Request changes or add full text files to a record

Repository staff actions (login required)

View Item View Item

Downloads

Downloads per month over past year

View more statistics

twitter

Email us: wrap@warwick.ac.uk
Contact Details
About Us