2021
DOI: 10.1016/j.expthermflusci.2020.110244
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Active control of flow structure and unsteady aerodynamic force of box girder with leading-edge suction and trailing-edge jet

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Cited by 17 publications
(15 citation statements)
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“…Figure 1 displays the sketch of the SBG model that was used in the current investigation. The Great Belt East Bridge, whose geometric scale of the main girder is 31 m in width and 4.34 m in height, possesses a main span of 1624 m. The SBG model was derived from the Great Belt East Bridge (Denmark) due to this bridge frequently occurring VIV at low airflow speed [1,20]. The SBG model was produced using a high-precision threedimensional printer with a scale ratio of 1:125.…”
Section: Original Test Model Detailsmentioning
confidence: 99%
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“…Figure 1 displays the sketch of the SBG model that was used in the current investigation. The Great Belt East Bridge, whose geometric scale of the main girder is 31 m in width and 4.34 m in height, possesses a main span of 1624 m. The SBG model was derived from the Great Belt East Bridge (Denmark) due to this bridge frequently occurring VIV at low airflow speed [1,20]. The SBG model was produced using a high-precision threedimensional printer with a scale ratio of 1:125.…”
Section: Original Test Model Detailsmentioning
confidence: 99%
“…Zhang et al [19] adopted active suction holes that were distributed on the bottom surface of the box girder with a specific interval to produce a Mode A secondary unstable wake flow, which can deeply alleviate the fluctuating amplitude of the aerodynamic force that is acting on the bridge girder. Chen et al [20] designed an active control strategy with a leading-edge suction and trailing edge jet (LSTJ) that were inserted in the box girder to control the unsteady flow structure and aerodynamic force. They found that the best control case alleviated the unsteady lift force by about 37.88% and shrank the unsteady wake flow area by about 69.90%.…”
Section: Introductionmentioning
confidence: 99%
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“…Moreover, the shedding vortices around the box girder induce the vibration behavior, e.g., vortex-induced vibration (VIV). Therefore, the investigation of the aerodynamic performance of the bridge structures by wind tunnel experiment [1][2][3][4] or 2 of 17 numerical simulation [5][6][7][8] is necessary in the pre-research stage of bridge construction. However, the wind tunnel experiments usually examine the bridge section model under uniform inflow conditions, and the aerodynamic characteristics obtained under these conditions are used to represent the aerodynamic characteristics of the bridge, which cannot completely accommodate the dynamic complexity of the structures in the real engineering application environment.…”
Section: Introductionmentioning
confidence: 99%