Self-adaptive fairing of steel box girder design and studies of flutter stability by CFD numerical simulation
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Détails bibliographiques
Auteur(s): |
Hao Zhan
Pan Xiaomin Ning Bowei |
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Médium: | papier de conférence | ||||
Langue(s): | anglais | ||||
Conférence: | 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012 | ||||
Publié dans: | IABSE Congress Seoul 2012 | ||||
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Page(s): | 1972-1979 | ||||
Nombre total de pages (du PDF): | 8 | ||||
DOI: | 10.2749/222137912805112653 | ||||
Abstrait: |
The long-span bridge is greatly influenced by the wind. This paper introduces the self-adaptive fairing with the wind guide pipe. The self-adaptive fairing are on both sides of the steel box girder, the angle is adjusted according to wind direction and the wind guide pipe opened at the same time. It can improve the aerodynamic characteristics and wind-resistant stability.Self-adaptive fairing is composed of the following parts: the movable wind guide plate, the fixed wind guide plate, the wind guide pipe, the cover plate of the wind guide tube, the servo system, the sensor system and the control system. Also in this paper, the computational fluid dynamic method was used to study flutter stability of the main beam with self-adaptive fairing. Establishes two dimensional bending and torsion fluid-structure interaction model to study how the angle of fairing and wind guide pipe influence flutter critical wind speed. The numerical simulation results shows that the angle of fairing changes with the direction of wind and opening of the wind guide pipe can raise critical wind speed of the flutter. This provides a new innovative way for designing a wind-resistant longspan bridge. |