JIN Da-qiao, WANG Cong, WEI Ying-jie, DONG Lei, ZOU Zhen-zhu. NUMERICAL SIMULATION ON DRAG REDUCTION OF NATURAL SUPERCAVITATION INDUCED BY UNDERWATER PROJECTILE[J]. Engineering Mechanics, 2010, 27(6): 202-208.
Citation: JIN Da-qiao, WANG Cong, WEI Ying-jie, DONG Lei, ZOU Zhen-zhu. NUMERICAL SIMULATION ON DRAG REDUCTION OF NATURAL SUPERCAVITATION INDUCED BY UNDERWATER PROJECTILE[J]. Engineering Mechanics, 2010, 27(6): 202-208.

NUMERICAL SIMULATION ON DRAG REDUCTION OF NATURAL SUPERCAVITATION INDUCED BY UNDERWATER PROJECTILE

More Information
  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
  • The drag reduction characteristic of the underwater projectile natural supercavitation was simulated based on the homogeneous equilibrium multiphase theory through using commercial CFD Code FLUENT6.3. The effects of the cavitation number on the location where the cavity of the underwater projectile is closed to and the variation of the drag coefficient are numerically investigated. The effect of the structure parameters of the underwater projectile on the drag reduction characteristics of natural supercavitations is analyzed. The effects of the cavitator diameter, the aspect ratio and different shapes of the afterbody on the drag reduction characteristics of the underwater projectile natural supercavitation were found. The results of the numerical simulation show that: with the diameters of the cavitator increased, the natural supercavitation formed easily, but the capability of the natural supercavitation decreased to some extent. The natural supercavitation came into being hardly as aspect ratio increased, and almost the same that the drag coefficient of a different aspect ratio model was. The development of the cavity induced by different afterbodies was only affected by its shape. The variations of the natural supercavitation’s shape and that of the drag coefficients of different shapes of afterbodies are almost the same as long as the afterbody are covered all over by the cavity.
  • Related Articles

    [1]WU Da-yang, ZHANG Lu, YANG Guo-tao, ZHAO Bin. RESPONSE ANALYSIS AND APPLICATION OF EARTHQUAKE RESILIENT DUAL-SYSTEMS UPON COMPLEX MODE SUPERPOSITION METHOD[J]. Engineering Mechanics, 2024, 41(7): 147-162. DOI: 10.6052/j.issn.1000-4750.2022.06.0502
    [2]LI Jian-ming, BAO Teng-fei, ZHOU Xi-wu, GAO Jin-jin, GU Hao. OPERATIONAL MODAL ANALYSIS UPON ANALYTIC SECOND-ORDER BLIND IDENTIFICATION AND DISCRIMINATION BETWEEN PHYSICAL AND SPURIOUS MODES[J]. Engineering Mechanics, 2024, 41(1): 249-256. DOI: 10.6052/j.issn.1000-4750.2022.03.0222
    [3]LI Xue-ju, PAN Dan-guang. COMPLEX-MODE-BASED IDENTIFICATION METHOD FOR DYNAMIC CHARACTERISTICS OF SOIL LAYER ON TWO-DIMENSIONAL BASIN SITE[J]. Engineering Mechanics. DOI: 10.6052/j.issn.1000-4750.2024.07.0520
    [4]LI Zhi-hao, HUANG Guo-qing, CHEN Xin-zhong, LIU Zhan-fang, FAN Yu-hang. COMPLEX MODAL RESPONSE SPECTRUM ANALYSIS OF INTER-STORY ISOLATED TALL BUILDING[J]. Engineering Mechanics. DOI: 10.6052/j.issn.1000-4750.2023.04.0236
    [5]LI Chuang-di, LI Tun. CORRELATION FUNCTIONS AND SPECTRAL DENSITY FUNCTIONS OF STRUCTURE SUBJECTED TO HORIZONTAL-VERTICAL RANDOM EARTHQUAKE EXCITATIONS[J]. Engineering Mechanics, 2008, 25(8): 156-163.
    [6]REN Wei-xin, HU Wei-hua, LIU Hao-liang. IDENTIFICATION FOR DYNAMIC STIFFNESS AND MODAL PARAMETER OF CABLES[J]. Engineering Mechanics, 2008, 25(4): 93-098.
    [7]LI Zheng-liang, WANG Zhi-song, LI Zheng-ying, XIONG Hui. COMPLEX MODAL MATRIX PERTURBATION METHOD FOR ENERGY DISSIPATION SYSTEMS[J]. Engineering Mechanics, 2007, 24(9): 14-018.
    [8]TONG Xin. AN ACCURATE MODAL SUPERPOSITION METHOD FOR CALCULATING FREQUENCY RESPONSE FUNCTION OF VISCOELASTICALLY DAMPED STRUCTURES[J]. Engineering Mechanics, 2000, 17(5): 74-78,1.
    [9]Wang Junjie. STOCHASTIC RESPONSE ANALYSIS OF NON-PROPORTIONALLY DAMPED LINEAR SYSTEM FOR EARTHQUAKE EXCITATION[J]. Engineering Mechanics, 1994, 11(4): 109-114.
    [10]Chen Shuifu, Sun Bingnan, Tang Jinchun. COMPLEX-MODE STOCHASTIC RESPONSE ANALYSIS FOR THE CONTROLLED TALL BUILDING UNDER WIND-LOADING[J]. Engineering Mechanics, 1993, 10(1): 30-37.

Catalog

    Article Metrics

    Article views (1575) PDF downloads (532) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return