Ahstraet-This paper discusses the importance of dynamic interaction (coupling) between heavy vehicles and highway bridges. A new method for calculating the dynamic response of bridges to dynamic wheel loads is presented, and used to investigate a simply-supported bridge traversed by a single degree
Dynamic interaction between the vehicle and simply supported curved bridge deck
โ Scribed by Vahit Mermertas
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 555 KB
- Volume
- 162
- Category
- Article
- ISSN
- 0045-7825
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โฆ Synopsis
Vehicle-guideway
interaction for a vehicle on simply-supported curved bridge decks is studied with the effects of vehicle speed and guideway parameters taken into account. In the dynamic model. the vehicle is considered to have four-degrees of freedom, with lumped masses, linear springs and dampers. Although the material and geometric linearities are preserved in the formulation, me consideration of interaction between the vehicle and the bridge results in a nonlinear structural response. The finite element method is used for solving the governing differential equation of the vehicle-bridge system. In this paper, multi-predictor-corrector procedure in connection with the Newmark method, is employed for the solution of the resulting matrix ordinary differential equations. The deflection at the middle of the beam is determined for different vehicle speed and different radius of curvatures of the curved deck.
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