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Influence of Permanent Deflections on The Vibrations of Bridge Spans in Operating Conditions

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper presents the method and results of numerical simulations of the mutual dynamic interactions between vehicles and the bridge structure, which has defect in the form of excessive permanent deformations. The parametric analyses were carried out taking into account the following parameters: permanent deflections of spans, with a maximum value ranging from 0 to 150 mm, vehicle speed from 10 m/s (36 km/h) to 30 m/s (108 km/h), and two types of heavy vehicle suspension systems, each with very different properties. The presented analyses are based on the characteristics of real motorway bridge structure with permanent deflections of the multi-span main girders, constructed of steel beams and reinforced concrete slab. The proposed procedure of dynamic numerical analysis can also be useful in the assessment of the influence of permanent deflections on the interactions between vehicles and other types of bridge structures.
Wydawca
Rocznik
Strony
97--113
Opis fizyczny
Bibliogr. 34 poz., rys., tab.
Twórcy
  • Department of Civil Engineering, Wroclaw University of Science and Technology, Poland
  • Department of Civil Engineering, Wroclaw University of Science and Technology, Poland
autor
  • Department of Civil Engineering, Wroclaw University of Science and Technology, Poland
Bibliografia
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  • [5] Q.-L. Zhang, A. Vrouwenvelder, and J. Wardenier, “Numerical simulation of train – bridge interactive dynamics”, Comput. Struct. 79, 1059–1075 (2001).
  • [6] Wanming Zhai, Zhaoling Han, Zhaowei Chen, Liang Ling & Shengyang Zhu (2019) Train–track–bridge dynamic interaction: a state-of-the-art review, Vehicle System Dynamics, 57:7, 984–1027.
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  • [8] Szafrański M., A dynamic vehicle-bridge model based on the modal identification results of an existing EN57 train and bridge spans with non-ballasted tracks, Mechanical Systems and Signal Processing, Vol. 146, No 107039, 2021.
  • [9] Szafrański, Dynamics of the small-span railway bridge under moving loads, MATEC Web of Conferences, Vol. 262, No 10014, 2019.
  • [10] M.-K. Song, H.-C. Noh, and C.-K. Choi, “A new three dimensional finite element analysis model of high-speed train – bridge interactions”, Engineering Structures 25, 1611–1626 (2003).
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  • [13] M. Podworna and M. Klasztorny, “Vertical vibrations of composite bridge/track structure/high-speed train system. Part 2: Physical and mathematical modelling”, Bull. Pol. Ac.: Tech. 62 (1), 181–196 (2014).
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  • [16] Kwasniewski L., Lib H., Wekezer J., Malachowski J., Finite element analysis of vehicle–bridge interaction, Finite Elements in Analysis and Design 42, 950–959, 2006.
  • [17] Zhang Y., Zhao H., Lie S.T., A nonlinear multi-spring tire model for dynamic analysis of vehicle-bridge interaction system considering separation and road roughness, Journal of Sound and Vibration 436, 112–137, 2018.
  • [18] Kim C.W., Kawatani M., Kim K.B., Three-dimensional dynamic analysis for bridge–vehicle interaction with roadway roughness, Computers and Structures 83, 1627–1645, 2005.
  • [19] Oliva J., Goicolea J.M., Antolín P., Astiz M.A., Relevance of a complete road surface description in vehicle–bridge interaction dynamics, Engineering Structures 56, 466–476, 2013.
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  • [26] Guideline for modelling of deterioration in bridges, Deliverable D11, Final Report. Bridge Management in Europe – BRIME. Research Project, 4th Framework Programme, 1999 r.
  • [27] Guideline for Load and Resistance Assessment of Railway Bridges. Final Report, Integrated Research Project “Sustainable Bridges”, European Commission, 6th Framework Programme, 2007 r.
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  • [30] Burnos P., Weighing vehicles in motion, Part 2: Types and Characteristics of Weigh In Motion (WIM) Systems, „Drogownictwo” 7–8, 2014, (in Polish).
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  • [34] Newmark N.M., A method of computation for structural dynamics, Journal of Engineering Mechanics, ASCE 1959, 85 (EM3), 67–94.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-81e045f6-b61f-44ae-83fe-2145a9cbdc77
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