A water column collapses and impacts an elastic structure. This is a frequently used validation problem for which no experimental results were found. It uses mesh adaptivity to reduce the size of the mesh is zones were few flow features needs to be captured in order to save calculation tim
Fluid pressure fringes
*KEYWORD *TITLE *BOUNDARY_SPC_SET_BIRTH_DEATH *CONTROL_IMPLICIT_DYNAMICS *CONTROL_IMPLICIT_GENERAL *CONTROL_IMPLICIT_SOLUTION *CONTROL_TERMINATION *DATABASE_BINARY_D3PLOT *DATABASE_HISTORY_NODE *DATABASE_NODOUT *DEFINE_CURVE_TITLE *DEFINE_FUNCTION *ELEMENT_SHELL *ICFD_BOUNDARY_FREESLIP *ICFD_BOUNDARY_FSI *ICFD_BOUNDARY_NONSLIP *ICFD_CONTROL_ADAPT *ICFD_CONTROL_FSI *ICFD_CONTROL_OUTPUT *ICFD_CONTROL_TIME *ICFD_DATABASE_DRAG *ICFD_MAT *ICFD_PART *ICFD_PART_VOL *ICFD_SECTION *INCLUDE *INITIAL_VELOCITY_RIGID_BODY *LOAD_BODY_Y *MAT_ELASTIC *MESH_INTERF *MESH_SURFACE_ELEMENT *MESH_SURFACE_NODE *MESH_VOLUME *NODE *PARAMETER *PART *SECTION_SHELL *SET_NODE_LIST *END
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$ Web: http://www.dynamore.de
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$X------------------------------------------------------------------------------
$X
$X 1. Run file as is.
$X Requires LS-DYNA MPP R9 (or higher) with double precision
$X
$X------------------------------------------------------------------------------
$# UNITS: (kg/m/s)
$X------------------------------------------------------------------------------
$X
*KEYWORD
*TITLE
ICFD Impact on hypoelastic structure
*INCLUDE
mesh.k
*INCLUDE
struc.k
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
$ $
$ PARAMETERS $
$ $
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*PARAMETER
R T_end 2
R dt_plot 5e-3
$
$--- Fluid
$
Rrho_fluid 1000
R mu_fluid 0.001
R dt_fluid 1e-3
R grav 9.81
R fsi_bt 0.1
$
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
$ $
$ ICFD CONTROL CARDS $
$ $
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*ICFD_CONTROL_TIME
$# ttm dt
&T_end &dt_fluid
*ICFD_CONTROL_FSI
$# owc bt
0 &fsi_bt
*ICFD_CONTROL_OUTPUT
$# msglv
3
*ICFD_CONTROL_ADAPT
$# minh maxh err mth nit
2e-3 1e-2 5 0 3
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
$ $
$ ICFD PARTS/ SECTION/ MATERIAL $
$ $
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*ICFD_SECTION
$# sid
1
*ICFD_MAT
$# mid flg ro vis
1 1&rho_fluid &mu_fluid
*ICFD_MAT
$# mid flg ro vis
2 0
*ICFD_PART
$# pid secid mid
1 1 1
*ICFD_PART
$# pid secid mid
2 1 1
*ICFD_PART
$# pid secid mid
3 1 1
*ICFD_PART
$# pid secid mid
4 1 2
*ICFD_PART
$# pid secid mid
5 1 2
*ICFD_PART
$# pid secid mid
6 1 2
*ICFD_PART
$# pid secid mid
7 1 2
*ICFD_PART
$# pid secid mid
8 1 2
*ICFD_PART
$# pid secid mid
9 1 2
*ICFD_PART_VOL
$# pid secid mid
10 1 1
$# spid1 spid2 spid3 spid4
1 2 3
*ICFD_PART_VOL
$# pid secid mid
11 1 2
$# spid1 spid2 spid3 spid4 spid5 spid6 spid7
3 4 5 6 7 8 9
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
$ $
$ ICFD BOUNDARY/INITIAL CONDITIONS $
$ $
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*ICFD_BOUNDARY_FREESLIP
$# pid
1
*ICFD_BOUNDARY_FREESLIP
$# pid
2
*ICFD_BOUNDARY_FREESLIP
$# pid
4
*ICFD_BOUNDARY_NONSLIP
$# pid
5
*ICFD_BOUNDARY_FSI
$# pid
5
*ICFD_BOUNDARY_FREESLIP
$# pid
6
*ICFD_BOUNDARY_FREESLIP
$# pid
7
*ICFD_BOUNDARY_FREESLIP
$# pid
8
*ICFD_BOUNDARY_FREESLIP
$# pid
9
*LOAD_BODY_Y
$# lcid sf
1 1
*DEFINE_CURVE_TITLE
Gravity force
$# lcid sidr sfa sfo offa offo dattyp
1 &grav
$# a1 o1
0.0 1.0
10000.0 1.0
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
$ $
$ ICFD MESH KEYWORDS $
$ $
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*MESH_VOLUME
$# volid
10
$# pid1 pid2 pid3 pid4 pid5 pid6 pid7 pid8
1 2 4 5 6 7 8 9
*MESH_INTERF
$# pid
10
$# spid1
3
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
$ $
$ DATABASE (OUTPUT) $
$ $
$---+----1----+----2----+----3----+----4----+----5----+----6----+----7----+----8
*ICFD_DATABASE_DRAG
$# pid
5
*DATABASE_BINARY_D3PLOT
&dt_plot
*END
A water column collapses and impacts an elastic structure. This is a frequently used validation problem for which no experimental results were found. It uses mesh adaptivity to reduce the size of the mesh is zones were few flow features needs to be captured in order to save calculation time.
References :
[1] World Congress on Engineering, An SPH Approach for
Fluid-Hypoelastic Structure Interactions with Free Surfaces, (London,
U.K), WCE, July 2011
[2] S. Idelsohn, J. Marti, A. Limache, and E. Oñate, “Unified lagrangian
formulation for elastic solids and incompressible fluids: Application to
fluid–structure interaction problems via the {PFEM},” Computer
Methods in Applied Mechanics and Engineering, vol. 197, no. 19–20,
pp. 1762 – 1776, 2008.
Computational Methods in Fluid–Structure Interaction
[3] J. Marti, S. Idelsohn, A. Limache, N. Calvo, and J. D’Elía, “A fully
coupled particle method for quasi-incompressible fluid-hypoelastic
structure interactions,” Mechanica Computacional, vol. 25,
pp. 809–827, 2006.
[4] E. Walhorn, A. Kölke, B. Hübner, and D. Dinkler, “Fluid–structure
coupling within a monolithic model involving free surface flows,”
Computers and Structures, vol. 83, no. 25–26, pp. 2100 – 2111, 2005.