Powiadomienia systemowe
- Sesja wygasła!
Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
The main aim of this study is to carry out dynamic simulations of structural response of reinforced concrete bridge loaded with a moving heavy vehicle. Computational dynamics analysis was conducted using LS-DYNA computer code. The selected bridge was a reinforced-concrete structure located on the U.S. 90 in Northwest Florida. The bridge has six prestressed AASHTO type III beams and concrete deck. An 8-axle vehicle including a tractor unit and a low bed trailer were selected as a representative for the study. FE model of the tractor based on previous studies; however, a FE model of the trailer was developed for the present work. Analyses included passages of a vehicle with 47 tonnes cargo. A cargo resting on a trailer was taken into account by changing the material density of selected components in the semi-trailer FE model. Time histories of the bridge deflections in the middle of the span were recorded during the simulation tests. Simulations were performed for the vehicle velocity between 20 and 50 mph, stepped by 5 mph. An influence of the velocity on the bridge deflection was determined. The main objective of the simulation tests on the selected bridge was to assess the actual dynamic load allowance (DLA), also known as impact factor, based on the maximum deflection of the bridge span as a function of the vehicle velocity.
Słowa kluczowe
Wydawca
Czasopismo
Rocznik
Tom
Strony
505--512
Opis fizyczny
Bibliogr. 10 poz., rys.
Twórcy
autor
- Military University of Technology Department of Mechanics and Applied Computer Science Gen. Sylwestra Kaliskiego Street 2, 00-908 Warsaw, Poland tel.: +48 22 6839947, fax: +48 22 6839355
autor
- Military University of Technology Faculty of Mechanical Engineering Gen. Sylwestra Kaliskiego Street 2, 00-908 Warsaw, Poland
Bibliografia
- [1] AASHTO LRFD, Bridge design specifications, customary U.S. units, with 2008 and 2009 interim revisions, 4th Ed., Washington DC, United States 2009.
- [2] AASHTO Standard specifications for highway bridges, 17th Ed., American Association of State Highway and Transportation Officials, United States 2002.
- [3] https://grabcad.com/library/low-bed-trailer/details?folder_id=297767.
- [4] Smolarz, M., Simulation studies of dynamic response of reinforced concrete bridge subjected to non-normative vehicle, Master thesis, Faculty of Mechanical Engineering, Military University of Technology, Warsaw, Poland 2016.
- [5] Szurgott, P., Ansley, M., Kwasniewski, L., Wekezer, J. W., Effect of speed bumps on dynamic behavior of a heavy vehicle, TRB 88th Annual Meeting Compendium of Papers, Transportation Research Board, Washington DC, United States 2009.
- [6] Szurgott, P., Kwasniewski, L., Wekezer, J. W., Dynamic interaction between heavy vehicles and speed bumps, Proceedings of the 23rd European Conference on Modelling and Simulation ECMS 2009, Madrid, Spain 2009.
- [7] Szurgott, P., Kwasniewski, L., Wekezer, J. W., Example of experimental validation and calibration of a finite element model of a heavy vehicle, Journal of KONES Powertrain and Transport, Vol. 17, No. 1, pp. 433-440, 2010.
- [8] Taft, E., Wekezer, J. W., Szurgott, P., Kwasniewski, L., Dynamic response of reinforced concrete bridges due to heavy vehicles, Proceedings of the 19th International Conference on Computer Methods in Mechanics (CMM2011), Warsaw, Poland 2011.
- [9] Wekezer, J. W., Li, H., Kwasniewski, L., Malachowski, J., Analytical and experimental evaluation of existing Florida DOT bridges, Final Report of the FDOT Project No. BD493, Florida State University, Tallahassee, United States 2004.
- [10] Wekezer, J. W., Szurgott, P., Kwasniewski, L., Siervogel, J., Investigation of impact factors for permit vehicles, Final Report of the FDOT Project No. BD543, Florida State University, Tallahassee, United States 2008.
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-b18a4743-b73f-4323-8c32-8320d3194d6f