Reynolds number effects in the flow around a bluff bridge deck cross section

Journal of Wind Engineering and Industrial Aerodynamics

Volumn 74-76, Issue , 1998, Pages 829-838

  Schewe, Günter ^a   Larsen, Allan ^b  

^a GERMAN AEROSPACE CENTER DLR   (Germany)

^b COWI Consult Engineers Planners AS ^*  (Denmark)

Author keywords

[No Author keywords available]

Indexed keywords

AERODYNAMICS; BEAMS AND GIRDERS; DRAG; DYNAMIC RESPONSE; LIFT; MODEL STRUCTURES; REYNOLDS NUMBER; STRUCTURAL ANALYSIS; VIBRATIONS (MECHANICAL); VORTEX SHEDDING; WIND STRESS; WIND TUNNELS;

STROUHAL NUMBER; VORTEX SHEDDING EXCITATION;

BRIDGE DECKS;

BLUFF BODY; BRIDGE; REYNOLDS NUMBER; VORTEX SHEDDING;

EID: 0032051722     PISSN: 01676105     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0167-6105(98)00075-0     Document Type: Article

References (4)

1. A. Larsen, E. Svensson, A. Andersen, Design aspects of tuned mass dampers for the Great Belt East Bridge approach spans, J. Wind Eng. Ind. Aerodyn. 54/55 (1995) 413-426.
2. G. Schewe, On the force fluctuations on a circular cylinder in crossflow from subcritical up to transcritical Reynolds numbers, J. Fluid. Mech. 133 (1983) 265-285.
3. G. Schewe, Nonlinear flow induced resonances of an H-shaped section, J. Fluids Struct. 3 (1989) 327-348.
4. U. Dallmann, G. Schewe, On topological changes of separating flow structures at transition Reynolds numbers, AIAA Paper, AIAA-87-1266, 1987.