Wind and Structures
Volume 35, Number 3, 2022, pages 177-191
DOI: 10.12989/was.2022.35.3.177
Aerodynamic properties of a streamlined bridge-girder under the interference of trains
Huan Li, Xuhui He, Liang Hu and Xiaojun Wei
Abstract
Trains emerging on a streamlined bridge-girder may have salient interference effects on the aerodynamic properties
of the bridge. The present paper aims at investigating these interferences by wind tunnel measurements, covering surface
pressure distributions, near wake profiles, and flow visualizations. Experimental results show that the above interferences can be
categorized into two primary effects, i.e., an additional angle of attack (AoA) and an enhancement in flow separation. The
additional AoA effect is demonstrated by the upward-moved stagnation point of the oncoming flow, the up-shifted global
symmetrical axis of flow around the bridge-girder, and the clockwise-deflected orientation of flow approaching the bridgegirder. Due to this additional AoA effect, the two critical AoAs, where flow around the bridge-girder transits from trailing-edge
vortex shedding (TEVS) to impinging leading-edge vortices (ILEV) and from ILEV to leading-edge vortex shedding (LEVS) of
the bridge-girder are increased by 4° with respect to the same bridge-girder without trains. On the other hand, the underlying
flow physics of the enhancement in flow separation is the large-scale vortices shedding from trains instead of TEVS, ILEV, and
LEVS governed the upper half bridge-girder without trains in different ranges of AoA. Because of this enhancement, the mean
lift and moment force coefficients, all the three fluctuating force coefficients (drag, lift, and moment), and the aerodynamic spanwise correlation of the bridge-girder are more significant than those without trains.
Key Words
aerodynamics; streamlined bridge-girder; wind engineering; wind tunnel test
Address
Huan Li:1)National Engineering research center for High Speed Railway construction, Central South University, Changsha 410075, China
2)School of civil engineering, Central South University, Changsha 410075, China
3)Hunan Provincial Key Laboratory for Disaster Prevention and Mitigation of Rail Transit Engineering Structure, Changsha, 410075, China
Xuhui He:1)National Engineering research center for High Speed Railway construction, Central South University, Changsha 410075, China
2)School of civil engineering, Central South University, Changsha 410075, China
3)Hunan Provincial Key Laboratory for Disaster Prevention and Mitigation of Rail Transit Engineering Structure, Changsha, 410075, China
Liang Hu:NatHaz Modeling Laboratory, University of Notre Dame, Notre Dame, IN46556, USA
Xiaojun Wei:1)National Engineering research center for High Speed Railway construction, Central South University, Changsha 410075, China
2)School of civil engineering, Central South University, Changsha 410075, China
3)Hunan Provincial Key Laboratory for Disaster Prevention and Mitigation of Rail Transit Engineering Structure, Changsha, 410075, China