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dc.contributor.authorLi Sheng-li
dc.contributor.authorLu Yu
dc.contributor.authorWang Dong-wei
dc.date.accessioned2017-05-08T22:05:13Z
dc.date.available2017-05-08T22:05:13Z
dc.date.copyrightSeptember 2013
dc.date.issued2013
dc.identifier.otherjhtrcq%2E0000332.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70902
dc.description.abstractIn order to study the aerodynamic interference effects of single and multiple blunt bodies on the rectangular, reverse right angle, reverse inner convex arc, and reverse outer convex arc sections of serial bluff bodies, the finite volume method and the SIMPLE algorithm, the uniform viscous incompressible flow around blunt bodies at a subcritical Reynolds number was simulated by computational fluid dynamics (CFD) technology. The aerodynamic coefficient was analyzed, and the aerodynamic coefficients under various conditions (e.g., different wind angles of attack, chamfer dimensions, and cylinder spacing) were calculated. Results show that the drag and lift, as well as the torque coefficients, of each section of a single blunt decrease in accordance with the sequence of wind flow around the rectangular, reverse right angle, reverse inner convex arc, and reverse outer convex arc sections at different wind angles of attack. The drag and lift, as well as the torque coefficient, of the reverse right angle, reverse inter convex arc, and reverse outer convex arc sections successively decrease with increasing chamfer dimensions. The downstream blunt body produces more significant changes than does the upstream blunt body in terms of variation trend and value because of the aerodynamic interference effect.
dc.publisherAmerican Society of Civil Engineers
dc.titleNumerically Simulating the Aerodynamic Interference Effect of Mean Aerodynamic Force Coefficients on Configurations of Bluff Bodies in Tandem
dc.typeJournal Paper
dc.journal.volume7
dc.journal.issue3
dc.journal.titleJournal of Highway and Transportation Research and Development (English Edition)
dc.identifier.doi10.1061/JHTRCQ.0000332
dc.treeJournal of Highway and Transportation Research and Development (English Edition):;2013:;Volume ( 007 ):;issue: 003
dc.contenttypeFulltext


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