Russell, J. M., Wei, Xiaojun, Živanović, Stana and Kruger, C. (2020) Data for Vibration serviceability of a GFRP railway crossing due to pedestrians and train excitation. [Dataset]

	Plain Text (Readme file) ReadMe.docx - Published Version Available under License Creative Commons Attribution 4.0. Download (12Kb)
	Archive (ZIP) (Zip archive) Engineering Structures - Vibration Response of a GFRP Railway Crossing - DataSet.zip - Published Version Available under License Creative Commons Attribution 4.0. Download (61Mb)

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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 14.5 m 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:	Dataset
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
Type of Data:	Experimental data
Library of Congress Subject Headings (LCSH):	Glass fibers, Fiber-reinforced plastics, Glass-reinforced plastics, Railroad tracks -- Materials, Railroad tracks -- Vibration, Footbridges, Vibration
Publisher:	University of Warwick, School of Engineering
Official Date:	17 June 2020
Dates:	Date Event 17 June 2020 Published 5 May 2020 Accepted
Status:	Not Peer Reviewed
Publication Status:	Published
Media of Output (format):	.txt .docx
Access rights to Published version:	Open Access (Creative Commons)
Copyright Holders:	University of Warwick
Description:	Data record consists of a zip archive, organised by subfolders according to test type, and an accompanying readme file. Two types of data are included: Modal testing – conducted in the factory and on site, and Response testing from walking in the factory conditions and train passes in service. Each subfolder has a ReadMe file containing details of the data files. All data is provided in .txt form
Date of first compliant deposit:	24 June 2020
Date of first compliant Open Access:	24 June 2020
RIOXX Funder/Project Grant:	Project/Grant ID RIOXX Funder Name Funder ID EP/M021505/1 [EPSRC] Engineering and Physical Sciences Research Council http://dx.doi.org/10.13039/501100000266
Related URLs:	Related item in WRAP Other
Contributors:	Contribution Name Contributor ID Depositor Russell, J. M. 70031

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