Numerical simulation of the aerodynamic characteristics of heavy-duty trucks through viaduct in crosswind

In our numerical simulation the hybrid mesh and the SST k-ω turbulence model are adopted to investigate the variations of the aerodynamic loads and the flow field of heavy-duty trucks while crossing a viaduct with 1.1 m high fences in a crosswind at a velocity of 20 m/s. The results show that, with...

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Published inJournal of hydrodynamics. Series B Vol. 26; no. 3; pp. 394 - 399
Main Author 胡兴军 秦鹏 廖磊 郭鹏 王靖宇 杨博
Format Journal Article
LanguageEnglish
Published Singapore Elsevier Ltd 01.07.2014
Springer Singapore
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ISSN1001-6058
1878-0342
DOI10.1016/S1001-6058(14)60044-5

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Summary:In our numerical simulation the hybrid mesh and the SST k-ω turbulence model are adopted to investigate the variations of the aerodynamic loads and the flow field of heavy-duty trucks while crossing a viaduct with 1.1 m high fences in a crosswind at a velocity of 20 m/s. The results show that, with the protection of a fence, the side force is weakened, and the rolling and yaw moments are strengthened while the truck is crossing the viaduct, which relatively reduces the roll-over safety and the driving stability of the truck. Meanwhile, the direction of the side force changes when the truck enters the viaduct, which makes the roll-over safety and the driving stability the lowest during the process.
Bibliography:computational fluid dynamics,heavy-duty truck,crosswind,cross viaduct,aerodynamic loads,flow field
31-1563/T
HU Xing-jun , QIN Peng , LIAO Lei , GUO Peng , WANG Jing-yu, YANG Bo(State Key Laboratory of Automobile Simulation and Control, Jilin University, Changchun 130012, China)
In our numerical simulation the hybrid mesh and the SST k-ω turbulence model are adopted to investigate the variations of the aerodynamic loads and the flow field of heavy-duty trucks while crossing a viaduct with 1.1 m high fences in a crosswind at a velocity of 20 m/s. The results show that, with the protection of a fence, the side force is weakened, and the rolling and yaw moments are strengthened while the truck is crossing the viaduct, which relatively reduces the roll-over safety and the driving stability of the truck. Meanwhile, the direction of the side force changes when the truck enters the viaduct, which makes the roll-over safety and the driving stability the lowest during the process.
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ISSN:1001-6058
1878-0342
DOI:10.1016/S1001-6058(14)60044-5