A Lagrangian-based SPH-DEM model for fluid-solid interaction with free surface flow in two dimensions

被引:52
作者
Tang, Yuehao [1 ,2 ]
Jiang, Qinghui [1 ,3 ]
Zhou, Chuangbing [3 ]
机构
[1] Wuhan Univ, Sch Civil Engn, Wuhan 430072, Hubei, Peoples R China
[2] ChangJiang Inst Technol, Wuhan 430212, Hubei, Peoples R China
[3] Nanchang Univ, Sch Civil Engn & Architecture, Nanchang 330031, Jiangxi, Peoples R China
基金
中国国家自然科学基金;
关键词
Incompressible SPH; Exact projection method; DEM; Free surface flow; Fluid-solid interaction; SMOOTHED PARTICLE HYDRODYNAMICS; WATER ENTRY; SIMULATION; FAILURE; SCOUR; DEFORMATION; WAVES;
D O I
10.1016/j.apm.2018.06.013
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A Lagrangian-based SPH-DEM coupling model is proposed to study fluid-solid interaction (FSI) problems with free-surface flow. In this model, SPH uses an incompressible divergence-free scheme for simulating complex flow problems. Based on the Mohr-Coulomb criterion with tension cut, the DEM describes the characteristics of solid deformation and failure by means of contact models between particles. The coupling mechanism between SPH and DEM is realised by the decoupling of the force field during the process of fluid-solid interaction. That is, the motions of fluid and solid particles are reflected by the Navier-Stokes equations and interactions among solid particles are determined by Newton's second law in the DEM. To demonstrate the applicability of the SPH-DEM model, three case studies are used to verify the different fluid interaction situations with rigid bodies, deformable objects, and granular assemblies, respectively. The results of the proposed model shows good agreement with experimental data and indicates that it is capable of capturing the features of solid movement, deformation and failure under complex flow conditions with convincing accuracy and high efficiency. (C) 2018 Elsevier Inc. All rights reserved.
引用
收藏
页码:436 / 460
页数:25
相关论文
共 59 条
[1]  
[Anonymous], 1983, NONLINEAR FREE SURFA
[2]  
[Anonymous], 2003, Smoothed particle hydrodynamics: a meshfree particle method, DOI DOI 10.1007/S00466-004-0573-1
[3]   Numerical simulation of fluid-structure interaction by SPH [J].
Antoci, Carla ;
Gallati, Mario ;
Sibilla, Stefano .
COMPUTERS & STRUCTURES, 2007, 85 (11-14) :879-890
[4]  
AZEMA E, 2014, PHYS REV LETT, V7, P112
[5]  
Basic J, 2014, T FAMENA, V38, P45
[6]   Divergence-Free SPH for Incompressible and Viscous Fluids [J].
Bender, Jan ;
Koschier, Dan .
IEEE TRANSACTIONS ON VISUALIZATION AND COMPUTER GRAPHICS, 2017, 23 (03) :1193-1206
[7]   Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive model [J].
Bui, Ha H. ;
Fukagawa, Ryoichi ;
Sako, Kazunari ;
Ohno, Shintaro .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2008, 32 (12) :1537-1570
[8]   An improved SPH method for saturated soils and its application to investigate the mechanisms of embankment failure: Case of hydrostatic pore-water pressure [J].
Bui, Ha H. ;
Fukagawa, Ryoichi .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2013, 37 (01) :31-50
[9]   A continuous/discontinuous deformation analysis (CDDA) method based on deformable blocks for fracture modeling [J].
Cai Y. ;
Zhu H. ;
Zhuang X. .
Frontiers of Structural and Civil Engineering, 2013, 7 (4) :369-378
[10]  
Canelas R., 2014, P 9 SPHERIC INT WORK