Numerical modeling of high aspect ratio flexible fibers in inertial flows

被引:28
作者
Kunhappan, D. [1 ,2 ]
Harthong, B. [1 ]
Chareyre, B. [1 ]
Balarac, G. [2 ]
Dumont, P. J. J. [3 ]
机构
[1] Univ Grenoble Alpes, CNRS, Grenoble INP, 3SR, F-38000 Grenoble, France
[2] Univ Grenoble Alpes, CNRS, Grenoble INP, LEGI, F-38000 Grenoble, France
[3] Univ Lyon, INSA Lyon, CNRS, LaMCoS UMR 5259, F-69621 Lyon, France
关键词
IMMERSED BOUNDARY METHOD; SLENDER-BODY THEORY; VISCOUS-FLOW; SUSPENSIONS; SIMULATION; FLUID; TURBULENCE; FILAMENTS; DYNAMICS; RHEOLOGY;
D O I
10.1063/1.5001514
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A numerical model for the behavior of flexible fibers under inertial flows was developed by coupling discrete element method and finite volume method. The fibers were discretized into several beam segments, and the equations of motion were integrated with a 2nd order accurate explicit scheme. The 3D Navier-Stokes equations were discretized by a 4th order accurate (space and time) unstructured finite volume scheme. Momentum exchange between the fluid and fibers was enforced by including a source term of the fiber hydrodynamic force in the Navier-Stokes equations. The choice of an appropriate model for the hydrodynamic force on a fiber in a fluid flow depending on the Reynolds number is discussed and covers a range of Reynolds number between 10(-2) and 10(2). The current numerical model is validated against different experimental studies, including deflection of fiber in uniform flow, fibers in isotropic turbulent flow, and concentrated fiber suspension in channel flow. The numerical model was able to reproduce the damping/enhancement phenomena of turbulence in a channel flow as a consequence of the micro-structural evolution of the fibers. Published by AIP Publishing.
引用
收藏
页数:16
相关论文
共 56 条
[1]   Ballistic deflection of fibres in decelerating flow [J].
Andric, J. ;
Lindstrom, S. B. ;
Sasic, S. ;
Nilsson, H. .
INTERNATIONAL JOURNAL OF MULTIPHASE FLOW, 2016, 85 :57-66
[2]   Rheological properties of dilute suspensions of rigid and flexible fibers [J].
Andric, J. ;
Lindstrom, S. B. ;
Sasic, S. ;
Nilsson, H. .
JOURNAL OF NON-NEWTONIAN FLUID MECHANICS, 2014, 212 :36-46
[3]  
Andric J. S., 2016, THERM SCI, V20, pS1
[4]   Discrete modeling of granular soils reinforcement by plant roots [J].
Bourrier, Franck ;
Kneib, Francois ;
Chareyre, Bruno ;
Fourcaud, Thierry .
ECOLOGICAL ENGINEERING, 2013, 61 :646-657
[5]   Flexible Fiber in a Turbulent Flow: A Macroscopic Polymer [J].
Brouzet, C. ;
Verhille, G. ;
Le Gal, P. .
PHYSICAL REVIEW LETTERS, 2014, 112 (07)
[6]  
Catalano E., 2012, PhD Thesis
[7]   Dynamic spar elements and discrete element methods in two dimensions for the modeling of soil-inclusion problems [J].
Chareyre, B ;
Villard, P .
JOURNAL OF ENGINEERING MECHANICS, 2005, 131 (07) :689-698
[8]  
Cox R. G., 1970, Journal of Fluid Mechanics, V44, P791, DOI 10.1017/S002211207000215X
[9]   A general formulation of Bead Models applied to flexible fibers and active filaments at low Reynolds number [J].
Delmotte, Blaise ;
Climent, Eric ;
Plouraboue, Franck .
JOURNAL OF COMPUTATIONAL PHYSICS, 2015, 286 :14-37
[10]   Simulation of finite-size fibers in turbulent channel flows [J].
Do-Quang, M. ;
Amberg, G. ;
Brethouwer, G. ;
Johansson, A. V. .
PHYSICAL REVIEW E, 2014, 89 (01)