Investigation of Traffic Induced Dynamic Response of a Bridge-Reference-Cited by-同舟云学术

Investigation of Traffic Induced Dynamic Response of a Bridge

Published:2023-05-01 Issue:1 Volume:73 Page:85-102
ISSN:2450-5471
Container-title:Strojnícky časopis - Journal of Mechanical Engineering
language:en
Short-container-title:

Author:

Horvâth Péter¹,Hajdu Flóra²,Szalai Péter³,Papp Csenge⁴,Apagyi Antal⁵,Brinissat Marame⁶,Major Zoltán⁷,Kuti Rajmund⁸

Affiliation:

1. 1 Department of Applied Mechanics, Faculty of Mechanical Engineering, Informatics and Electrical Engineering, Széchenyi István University , Egyetem tér 1 , Győr , Hungary

2. 2 Department of Machine Design, Faculty of Mechanical Engineering, Informatics and Electrical Engineering, Széchenyi István University , Egyetem tér 1 , Győr , Hungary

3. 3 Department of Machine Design, Faculty of Mechanical Engineering, Informatics and Electrical Engineering, Széchenyi István University , Egyetem tér 1 , Győr , Hungary

4. 4 Department of Machine Design, Faculty of Mechanical Engineering, Informatics and Electrical Engineering, Széchenyi István University , Egyetem tér 1 , Győr , Hungary

5. 5 Széchenyi István University, Doctoral School of Multidisciplinary Engineering Sciences , Győr , Hungary

6. 6 Széchenyi István University, Doctoral School of Multidisciplinary Engineering Sciences , H-9026 Győr, Egyetem tér 1 , Győr , Hungary

7. 7 Department of Transport Infrastructure and Water Resources Engineering, Faculty of Architecture Civil Engineering and Transport Sciences, Széchenyi István University , Egyetem tér 1 , Győr , Hungary

8. 8 Department of Automation and Mechatronics, Faculty of Mechanical Engineering, Informatics and Electrical Engineering, Széchenyi István University , Egyetem tér 1 , Győr , Hungary

Abstract

Abstract Bridges are special structures that provide a transport connection between areas divided by a physical barrier. Vehicles passing over bridges cause vibrations in the structural elements of the bridge, which can damage these structural elements over time. The aim of our research was to investigate the vibrations generated by vehicles on Hungary’s first steel girder welded bridge, which was subjected to the maximum allowable load. In this paper, we describe the measurements we have carried out, analyse the results, present the vehicle-bridge interaction model we have constructed and the computer simulation we have carried out by using it. Our research results are intended to contribute to accident prevention and the safe operation of bridges.

Publisher

Walter de Gruyter GmbH

Subject

Mechanical Engineering

Link

https://www.sciendo.com/pdf/10.2478/scjme-2023-0007

Reference25 articles.

1. [1] González, A. “Vehicle-bridge dynamic interaction using finite element modelling, In: Moratal D.(ed.). Finite Element Analysis”, InTech, Sciyo, Croatia, pp. 637 – 662, 2010. DOI: 10.5772/10235

2. [2] Willis, R. “Appendix Report of the Commissioners Appointed to Inquire into the Application of Iron to Railway Structures”, William Clowes, HM Stationary Office, London, 1849.

3. [3] Stokes, G. G. “Discussion of a differential equation relating to the breaking of railway bridges”, Transactions Cambridge Philosophic Society, Part 5, pp. 707 – 735, 1849.

4. [4] Frýba, L. “Vibration of Solids and Structures under Moving Loads”, Noordhoff International Publishing, Groningen, The Netherlands, 1972. ISBN 9001324202.

5. [5] Veletsos, A. S., Huang, T. “Analysis of dynamic response of highway bridges”, Journal of the Engineering Mechanics Division 96 (5), pp. 593 – 620, 1970. ISSN 0733-9402, DOI: 10.1061/JMCEA3.0001277

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