On the applicability of 2D URANS and SST k - ω turbulence model to the fluid-structure interaction of rectangular cylinders

被引:33
|
作者
Nieto, F. [1 ]
Hargreaves, D. M. [2 ]
Owen, J. S. [2 ]
Hernandez, S. [1 ]
机构
[1] Univ A Coruna, Sch Civil Engn, La Coruna, Spain
[2] Univ Nottingham, Fac Engn, Nottingham NG7 2RD, England
关键词
computational fluid dynamics; URANS; bluff body aerodynamics; vortex-induced vibration; torsional flutter; flutter derivatives; B/H=4 rectangular cylinder; WIND-STRUCTURE INTERACTION; VORTEX-INDUCED VIBRATION; GIRDER BRIDGE SECTION; AEROELASTIC INSTABILITY; FLUTTER DERIVATIVES; AERODYNAMIC CHARACTERISTICS; EPSILON MODEL; FLOW; LES; PREDICTION;
D O I
10.1080/19942060.2015.1004817
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this work the practical applicability of a 2D URANS approach adopting a block structured mesh and Menter's SST k - omega turbulence model in fluid-structure interaction (FSI) problems is studied using as a test case a ratio B/H = 4 rectangular cylinder. The vortex-induced vibration (VIV) and torsional flutter phenomena are analyzed based on the computation of the out-of-phase and in-phase components of the forced frequency component of lift and moment coefficients when the section is forced to periodically oscillate both in heave and pitch degrees of freedom. Also the flutter derivatives are evaluated numerically from the same forced oscillation simulations. A good general agreement has been found with both experimental and numerical data reported in the literature. This highlights the benefits of this relatively simple and straightforward approach. These methods, once their feasibility has been checked, are ready to use in parametric design of bridge deck sections and, at a later stage, in the shape optimization of deck girders considering aeroelastic constraints.
引用
收藏
页码:157 / 173
页数:17
相关论文
共 50 条
  • [41] Role of 0D peripheral vasculature model in fluid-structure interaction modeling of aneurysms
    Torii, Ryo
    Oshima, Marie
    Kobayashi, Toshio
    Takagi, Kiyoshi
    Tezduyar, Tayfun E.
    COMPUTATIONAL MECHANICS, 2010, 46 (01) : 43 - 52
  • [42] Fluid Structure Interaction of 2D Objects through a Coupled KBC-Free Surface Model
    Chiappini, Daniele
    WATER, 2020, 12 (04)
  • [43] A 3D non-Newtonian fluid-structure interaction model for blood flow in arteries
    Janela, Joao
    Moura, Alexandra
    Sequeira, Adelia
    JOURNAL OF COMPUTATIONAL AND APPLIED MATHEMATICS, 2010, 234 (09) : 2783 - 2791
  • [44] Research of Non-linear 2.5D Fluid-structure Interaction Model of Gravity Dam
    Li, Yiran
    Xu, Menghua
    Sun, Hao
    INTERNATIONAL CONFERENCE ON FLUID MECHANICS AND INDUSTRIAL APPLICATIONS (FMIA 2017), 2017, 916
  • [45] NUMERICAL SIMULATIONS OF A 3D FLUID-STRUCTURE INTERACTION MODEL FOR BLOOD FLOW IN AN ATHEROSCLEROTIC ARTERY
    Kafi, Oualid
    El Khatib, Nader
    Tiago, Jorge
    Sequeira, Adelia
    MATHEMATICAL BIOSCIENCES AND ENGINEERING, 2017, 14 (01) : 179 - 193
  • [46] Fluid-structure interaction modeling with a coupled 1D-2D free surface flow solver
    Erpicumn, S.
    Archambeau, P.
    Dewals, B.
    Detrembleur, S.
    Pirotton, M.
    RIVER FLOW 2006, VOLS 1 AND 2, 2006, : 1933 - +
  • [47] Fluid-structure interaction and structural analyses using a comprehensive mitral valve model with 3D chordal structure
    Toma, Milan
    Einstein, Daniel R.
    Bloodworth, Charles H.
    Cochran, Richard P.
    Yoganathan, Ajit P.
    Kunzelman, Karyn S.
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN BIOMEDICAL ENGINEERING, 2017, 33 (04)
  • [48] The Existence of Weak Solutions for Bidirectional Fluid-Structure Coupling Problem in 2D Arterial Blood Flow
    Hu, Weifeng
    Cheng, Yunzhang
    ADVANCES IN MATHEMATICAL PHYSICS, 2024, 2024
  • [49] Conservative immersed-type algorithm with a Cartesian grid-based smoothed finite element method for the 2D fluid-structure interaction
    Huo, S. H.
    Hong, Y.
    Wang, G.
    Jiang, C.
    Liu, G. R.
    Li, Z. Q.
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2024, 431
  • [50] Fluid-structure interaction analysis of 3-D rectangular tanks by a variationally coupled BEM-FEM and comparison with test results
    Koh, HM
    Kim, JK
    Park, JH
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1998, 27 (02): : 109 - 124