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Title:Vehicle–bridge interaction modelling using precise 3D road surface analysis
Authors:ID Kreslin, Maja (Author)
ID Češarek, Peter (Author)
ID Žnidarič, Aleš (Author)
ID Kokot, Darko (Author)
ID Kalin, Jan (Author)
ID Vezočnik, Rok (Author)
Files:URL URL - Source URL, visit https://www.mdpi.com/1424-8220/24/2/709
 
.pdf PDF - Presentation file, download (12,08 MB)
MD5: EBABC3C70F7AD2D9EC6628F23CA74599
 
Language:English
Typology:1.01 - Original Scientific Article
Organization:Logo ZAG - Slovenian National Building and Civil Engineering Institute
Abstract:Uneven road surfaces are the primary source of excitation in the dynamic interaction between a bridge and a vehicle and can lead to errors in bridge weigh-in-motion (B-WIM) systems. In order to correctly reproduce this interaction in a numerical model of a bridge, it is essential to know the magnitude and location of the various roadway irregularities. This paper presents a methodology for measuring the 3D road surface using static terrestrial laser scanning and a numerical model for simulating vehicle passage over a bridge with a measured road surface. This model allows the evaluation of strain responses in the time domain at any bridge location considering different parameters such as vehicle type, lateral position and speed, road surface unevenness, bridge type, etc. Since the time domain strains are crucial for B-WIM algorithms, the proposed approach facilitates the analysis of the different factors affecting the B-WIM results. The first validation of the proposed methodology was carried out on a real bridge, where extensive measurements were performed using different sensors, including measurements of the road surface, the response of the bridge when crossed by a test vehicle and the dynamic properties of the bridge and vehicle. The comparison between the simulated and measured bridge response marks a promising step towards investigating the influence of unevenness on the results of B-WIM.
Keywords:interakcija vozilo in most, terestično lasersko skeniranje, neravnost vozišča, numerično modeliranje
Publication status:Published
Publication version:Version of Record
Publication date:22.01.2024
Publisher:MDPI
Year of publishing:2024
Number of pages:str. 1-18
Numbering:Vol. 24, iss. 2, [article no.] 709
PID:20.500.12556/DiRROS-18013 New window
UDC:624
ISSN on article:Y505-9771
DOI:10.3390/s24020709 New window
COBISS.SI-ID:182573315 New window
Copyright:© 2024 by the authors. Licensee MDPI, Basel, Switzerland
Note:Nasl. z nasl. zaslona; Opis vira z dne 26. 1. 2024;
Publication date in DiRROS:26.01.2024
Views:711
Downloads:288
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Record is a part of a journal

Title:Sensors
Shortened title:Sensors
Publisher:MDPI
ISSN:1424-8220
COBISS.SI-ID:10176278 New window

Document is financed by a project

Funder:ARRS - Slovenian Research Agency
Project number:Z2-7431
Name:Vpliv neravnosti vozne površine na natančnost tehtanja vozil med vožnjo na mostovih

Funder:ARRS - Slovenian Research Agency
Project number:P2-0273
Name:Gradbeni objekti in materiali

Funder:ARRS - Slovenian Research Agency
Project number:P2-0260
Name:Mehanika konstrukcij

Licences

License:CC BY 4.0, Creative Commons Attribution 4.0 International
Link:http://creativecommons.org/licenses/by/4.0/
Description:This is the standard Creative Commons license that gives others maximum freedom to do what they want with the work as long as they credit the author.

Secondary language

Language:Slovenian
Keywords:bridge–vehicle interaction, laser scanning, road roughness, numerical modelling


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