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The dynamic response of a continuous plate for different surface states

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Several dynamic effects can be generated and simply observed by the passage of an external mobile exciter forces with different speeds on the surface of an orthotropic continuous plate. In the present paper one illustrates the dynamic behaviour of a thin, orthotropic, multi-span plate, subjected to the passage of moving exciters. In this model, the roughness of the surface of the plate is considered as the contact surface between mobile exciter and the plate. The modal and Newmark integration methods are used in order to solve the coupled plate–exciter equations of motion. One presents especially results which show clearly the influence of the surface states on the dynamic behaviour of the plate and also the generated interaction forces due to the surface roughness. In this paper one presents also the influence of the mobile exciter speeds on the plate dynamic response.
Czasopismo
Rocznik
Strony
11--17
Opis fizyczny
Bibliogr. 12 poz., rys., wykr.
Twórcy
autor
  • Kasdi Merbah University Ouargla
  • Mechanics & Structure Laboratory Guelma University
autor
  • Mechanics & Structure Laboratory Guelma University
Bibliografia
  • 1. Zhu XQ, Law SS. Dynamic load on continuous multi-lane bridge deck from moving mobile exciters. Journal of Sound and Vibration, 2002; 251(4):697-716.
  • 2. Marchesiello S, Fasana A, Garibaldi L, Piombo BAD. Dynamics of multi-span continuous straight Bridges subject to multi-degrees of freedom Moving mobile excitation. Journal of Sound and Vibration, 1999, 224(3):541-561.
  • 3. American Association of State Highway and Transportation officials. AASHTO LRFD BRIDGE Design specifications. 2005.
  • 4. Chompooming K, Yener M. The influence of roadway surface irregularities and mobile exciter deceleration on bridge dynamics using the method of lines. Journal of Sound and Vibration, 1995: 183(4): 567-586.
  • 5. Burdzik R. Identification of structure and directional distribution of vibration transferred to car-body from road roughness. Journal of Vibroengineering, 2014; 16(1):324-333.
  • 6. Claude Broquet, "Comportement dynamique des dalles de roulement des ponts en béton sollicités par le trafic routier". Thèse de Doctorat 1999, Ecole polytechnique fédérale de Lausanne.
  • 7. Ouelaa N, Rezaiguia A, Laulagnet B. Vibro-acoustic modelling of a railway bridge crossed by a train. Applied Acoustics, 2006; 67:461-475.
  • 8. Konieczny K, Burdzik R, Warczek J, Czech P, Wojnar G, Młyńczak J. Determination of the effect of tire stiffness on wheel accelerations by the forced vibration test method” Journal of Vibroengineering, 2015; 17(8).
  • 9. Kamel Henchi. Analyses dynamiques des ponts par éléments finis sous les sollicitations des véhicules mobile". Thèse de Doctorat 1995, Université de technologie de Compiegne.
  • 10. Guebailia M, Ouelaa N, Guyader JL. Solution of the free vibration equation of a multi span bridge deck by local estimation method. Engineering Structures EngStruct, 2913; 48: 695-703.
  • 11. Rezaiguia A. Vibroacoustic Modelling of Highway Bridges Crossing by Moving Mobile exciters, Doctorate Thesis, Annaba University, Algeria, 2008.
  • 12. CLEF: Software developed by an group of researchers in multi – disciplines at Laval university based of Henchi’s works [9] 1995.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-92d35e64-48e7-4ebf-8975-850004b64b89
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