Original title: Moving dynamic test loads for road bridges - a case study
Authors: Bayer, Jan ; Urushadze, Shota
Document type: Papers
Conference/Event: Engineering mechanics 2019 /25./, Svratka (CZ), 20190513
Year: 2019
Language: eng
Abstract: Two types of dynamic testing load for bridges - driving sprung mass and driving impulse load - areexamined from the drive-by identification point of view. Numerical studies in ANSYS using contact elements and in MATLAB using a modal solution together with coupling force were performed. Equations for the estimation of the impulse load caused by a rolling cogwheel were suggested. The experiments confirmed that a driving impulse load is more efficient in exciting bridge vibrations. This, together with the fact that impulse loading is not sensitive to surface roughness, leads to the conclusion that, as a method for bridge health monitoring, impulse loading is more promising than using a driving sprung mass
Keywords: bridge testing; drive-by identification; impulse loading; laboratory experiments; moving sprung mass; vibration measurements
Project no.: GC17-26353J (CEP)
Funding provider: GA ČR
Host item entry: Engineering mechanics 2019. Book of full texts, ISBN 978-80-87012-71-0, ISSN 1805-8248

Institution: Institute of Theoretical and Applied Mechanics AS ČR (web)
Document availability information: Fulltext is available at the institute of the Academy of Sciences.
Original record: http://hdl.handle.net/11104/0296218

Permalink: http://www.nusl.cz/ntk/nusl-395922


The record appears in these collections:
Research > Institutes ASCR > Institute of Theoretical and Applied Mechanics
Conference materials > Papers
 Record created 2019-06-11, last modified 2021-11-24


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