Direct numerical simulation of 45° oblique flow past surface-mounted square cylinder

被引:3
作者
Duong, Dung Viet [1 ]
Nguyen, Luc Van [2 ]
Nguyen, Duc Van [1 ,3 ]
Dinh, Truong Cong [4 ]
Zuhal, Lavi Rizki [5 ]
Ngo, Long Ich [4 ]
机构
[1] Vietnam Natl Univ, Univ Engn & Technol, Sch Aerosp Engn, Ha Noi City 123105, Vietnam
[2] Vietnam Aviat Acad, Fac Aeronaut Engn, Hochiminh City 726500, Vietnam
[3] Univ Connecticut, Sch Mech Aerosp & Mfg Engn, Storrs, CT 06269 USA
[4] Hanoi Univ Sci & Technol, Sch Mech Engn, 01 Dai Co Viet, Hanoi 112400, Vietnam
[5] Inst Teknol Bandung, Fac Mech & Aerosp Engn, Bandung 40116, Indonesia
关键词
turbulence simulation; separated flows; shear layers; LATTICE BOLTZMANN METHOD; FINITE CIRCULAR-CYLINDER; CONICAL VORTICES; FLAT-ROOF; WIND LOADS; TURBULENT-FLOW; SHEAR-LAYER; PRESSURE; VORTEX; WAKE;
D O I
10.1017/jfm.2024.554
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Comprehensive coherent structures around a surface-mounted low aspect ratio square cylinder in uniform flow with an oblique angle of 45 degrees were investigated for cylinder-width-based Reynolds numbers of 3000 and 10 000 by direct numerical simulation based on a topology-confined mesh refinement framework. High-resolution simulations and the critical-point concept were scrutinized to reveal for the first time the reasonable and compatible topologies of flow separation and complete near-wall structures, due to their extensive impact on various engineering applications. Large-scale horseshoe vortices are observed at two notable foci in the viscous sublayer. Within this layer, a wall-parallel jet is formed by downflow intruding into the bottom surface at the half-saddle point, then deflecting in the upstream direction and finally penetrating the bottom surface until the half-saddle point. A pair of conical vortices on the cylinder's top surface switch themselves on two sides of the square cylinder, where the switching frequency is identical with that of the sway of the side shear layer. The undulation of the Kelvin-Helmholtz instability is identified in the instantaneous development of a conical vortex and side shear layer, where the scaling of the ratio of the Kelvin-Helmholtz and von Karman frequencies follows the power-law relation obtained by Lander et al. (J. Fluid Mech., vol. 849, 2018, pp. 1096-1119). Large-scale arch-shaped vortex is often detected in the intermediate wake region of a square cylinder, involving two interconnected portions, such as the leg portion separated from leeward surfaces and head portion rolled up from the top surface. The leg portion of the arch-shaped vortex was rooted by two foci near the bottom-surface plane.
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页数:44
相关论文
共 96 条
[1]  
Ahmed S. R., 1984, SAE Transactions, V93, P473
[2]  
AIJ, 2017, Guidebook of Recommendations for Loads on Buildings 2 Wind-Induced Response and Load Estimation/Practical Guide of CFD for Wind Resistant Design (in Japanese)
[3]  
Bader Michael, 2012, Space-filling curves: an introduction with applications in scientific computing, V9
[4]   THE TURBULENT HORSESHOE VORTEX [J].
BAKER, CJ .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1980, 6 (1-2) :9-23
[5]   A model of roof-top surface pressures produced by conical vortices: Model development [J].
Banks, D ;
Meroney, RN .
WIND AND STRUCTURES, 2001, 4 (03) :227-246
[6]   A model of roof-top surface pressures produced by conical vortices: Evaluation and implications [J].
Banks, D ;
Meroney, RN .
WIND AND STRUCTURES, 2001, 4 (04) :279-298
[7]   The applicability of quasi-steady theory to pressure statistics beneath roof-top vortices [J].
Banks, D ;
Meroney, RN .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2001, 89 (06) :569-598
[8]   Flow visualization of conical vortices on flat roofs with simultaneous surface pressure measurement [J].
Banks, D ;
Meroney, RH ;
Sarkar, PP ;
Zhao, Z ;
Wu, F .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2000, 84 (01) :65-85
[9]   The role of corner vortices in dictating peak wind loads on tilted flat solar panels mounted on large, flat roofs [J].
Banks, David .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2013, 123 :192-201
[10]   ROOF CORNER WIND LOADS AND PARAPET CONFIGURATIONS [J].
BASKARAN, A ;
STATHOPOULOS, T .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1988, 29 (1-3) :79-88