box.data3

Triangular mesh processing tool, currently very few people use this software, but it allows us to gr

3199 $[1] Fastest Search
  [3] Most Robust Search
3105 # penalty :|
3106 # friction :|
3107 # resistance :|
3108 # exponent :|
212 $(SLIDING INTERFACE TYPE)
  [ ] ABAQUS
  [ ] ALE3D
  [ ] DYNA3D
  [LSDSI] LS-DYNA
  [ ] LS-NIKE3D
  [ ] NIKE3D
  [ ] TOPAZ3D
212.1 209
212.2 210
212.3 211
212.4 lds1 lds2
212.5 213
212.6 214
212.7 215
209 $(ABAQUS SLIDING INTERFACE TYPE)
  [INTER] Interface Elements
  [SV] Sliding with Voids
  [DNI] Discrete Nodes Impacting Surface
209.1 3149
210 $(ALE3D SLIDING INTERFACE TYPES)
  [TIED] Tied Sliding Surface
  [SL] Sliding Only
  [SV] Sliding with Voids
  [SINGLE] Single-Sided Slide Surface
  [DNI] Discrete Nodes Impacting Surface
  [DNT] Discrete Nodes tied to a Surface
  [SETS] Shell Edge tied to Shell Surface
  [NSW] Nodes Spot Welded
  [BREAK] Tie-Break Interface
  [OWSV] One-way Sliding with Voids
  [DUMMY] No Merging Of Nodes Only
  [SAND] Adaptive New Definitions - SAND
210.1 3104 nsi1
210.2 3104 nsi1
210.3 3104 nsi1
210.4 3104 nsi1
210.5 3194
210.6 3194
210.7 3194
210.8 3194
210.9 3194
210.10 3194
210.12 3110 3194
211 $(DYNA3D SLIDING INTERFACE TYPES)
  [TIED] Tied Sliding Surface
  [SL] Sliding Only
  [SV] Sliding with Voids
  [SINGLE] Single-Sided Slide Surface
  [DNI] Discrete Nodes Impacting Surface
  [DNT] Discrete Nodes tied to a Surface
  [SETS] Shell Edge tied to Shell Surface
  [NSW] Nodes Spot Welded
  [BREAK] Tie-Break Interface
  [OWSV] One-way Sliding with Voids
  [DUMMY] No Merging Of Nodes Only
  [SAND] Adaptive New Definitions - SAND
  [AUTO] Automatic Contact
  [REBAR] 1D Rebar
211.1 3104 nsi1
211.2 3104 nsi1
211.3 3104 nsi1
211.4 3104 nsi1
211.5 3194
211.6 3194
211.7 3194
211.8 3194
211.9 3194
211.10 3194
211.12 3110 3194
211.13 3194
211.14 rb1
213 $(LS-NIKE3D SLIDING INTERFACE TYPE)
  [TIED] Tied Sliding Surface
  [SL] Sliding Only
  [SV] Sliding with Voids
  [SINGLE] Single-Sided Slide Surface
  [lsdsi 3] LS-DYNA Sliding, Impact, Friction
  [lsdsi 13] LS-DYNA Automatic Single Surface
213.1 3104 nsi1
213.2 3104 nsi1
213.3 3104 nsi1
213.4 3104 nsi1
213.5 lds51 lds52
213.6 lds51 lds52
214 $(NIKE3D SLIDING INTERFACE TYPE)
  [TIED] Tied Sliding Surface
  [SL] Sliding Only
  [SV] Sliding with Voids
  [SINGLE] Single-Sided Slide Surface
214.1 3104 nsi1
214.2 3104 nsi1
214.3 3104 nsi1
214.4 3104 nsi1
215 %(TOPAZ3D SLIDING INTERFACE TYPE)
  [concon] Thermal contact conductance
  [radcon] Thermal contact radiation
215.1 lds22
215.2 217
883 # number of words :|
nsi1 %(NIKE3D options)
  [BWMRAD] Bandwidth Minimization Radius
  [PENMAX] Small penetration search distance
  [IAUG] Augmentation flag
  [ALTOLN] Normal direction convergence tolerance
  [ALTOLT] Tangential direction convergence
   tolerance
  [TKMULT] Tangent stiffness multiplier
  [DTIME] Interface death time
  [BURY] Interface burial time
nsi1.1 201
nsi1.2 nis4
nsi1.3 nsi2
nsi1.4 200
nsi1.5 200
nsi1.6 nis4
nsi1.7 lds15
nsi1.8 lds15
nsi2 $[ ] negative of the number of augmentations
   per step
  [0] no augmentations (penalty method)
  [1] augment until the convergence tolerance
   is satisfied
nsi2.1 nis3
nis3 # -augmentations :|
nis4 # distance :|
3110 %[sms] Slave Materials[mms] Master Materials
3110.1 3129
3110.2 3129
3129 ## list of material numbers >|
3149 %(Interface Friction Parameters)
  [FRIC] (First) Friction Coefficient
  [FRIC2] Second Friction Coefficient
  [STIF] Stiffness In Stick
  [ESSL] Equivalent Shear Stress Limit
3149.1 3106
3149.2 3106
3149.3 3113
3149.4 327
327 # stress :|
3111 #(MATERIAL FOR SPRINGS OR DAMPERS)
   spring/damper no.:|
1416 # short time stiffness :|
  # long time stiffness :|
  # decay parameter :|
  # cut off time :|
  # force after cutoff time :|
1417 $[0.0] Incremental
  [1.0] Continuous
1418 # Force/Torque Load Curve :|
  # Unloading Stiffness :|
1419 $[-1.0] tension only
  [1.0] compression only
1420 # force load curve :|
1421 %(Options for LS-DYNA)
  [DRO] Displacement/Rotation option
  [DMF] Dynamic magnification factor
  [TV] Test velocity
  [CL] Clearance
  [FD] Failure deflection
  [DLC] Deflection limit in compression
  [DLT] Deflection limit in tension
1421.1 1423
1421.2 npm5
1421.3 1425
1421.4 1424
1421.5 bd46
1421.6 bd46
1421.7 bd46
sp1 $(Materials)
  [LE] Linear Elastic Stiffness
  [LV] Linear Viscous
  [IEP] Isotropic Elastoplastic
  [NE] Nonlinear Elastic
  [NESF] Nonlinear Elastic w/Force Load Curve
  [NV] Nonlinear Viscous
  [GN] General Tabulated Nonlinear
  [DHPT] Dashpot
  [MV] Three parameter Maxwell Viscoelastic
  [ITC] Inelastic Tension or Compression Only
  [MUS] Muscle
sp1.1 3113
sp1.2 3114
sp1.3 3115
sp1.4 3210
sp1.5 3210 1420
sp1.6 3210
sp1.7 3116
sp1.8 3118
sp1.9 1416 1417
sp1.10 1418 1419
sp1.11 sp7
sp2 $[LE] Linear Elastic Stiffness
  [LV] Linear Viscous
  [IEP] Isotropic Elastoplastic
  [NE] Nonlinear Elastic
  [NESF] Nonlinear Elastic w/Force Load Curve
  [NV] Nonlinear Viscous
sp2.1 3113
sp2.2 3114
sp2.3 3115
sp2.4 3210
sp2.5 3210 1420
sp2.6 3210
sp3 $[LE] Linear Elastic Stiffness
  [LV] Linear Viscous
  [IEP] Isotropic Elastoplastic
  [NE] Nonlinear Elastic
  [NESF] Nonlinear Elastic w/Force Load Curve
  [NV] Nonlinear Viscous
  [GN] General Tabulated Nonlinear
sp3.1 3113
sp3.2 3114
sp3.3 3115
sp3.4 3210
sp3.5 3210 1420
sp3.6 3210
sp3.7 3116
sp4 $[LE] Linear Elastic Stiffness
  [LV] Linear Viscous
  [IEP] Isotropic Elastoplastic
  [DHPT] Dashpot
sp4.1 3113
sp4.2 3114
sp4.3 3115
sp4.4 3118
sp5 # Elastic property value:|
  # Damping coefficient :|
  # Stress coefficient :|
sp6 $(Analysis Code)
  [ ]ANSYS
  [ ]DYNA3D
  [ ]LS-DYNA
  [ ]LS-NIKE3D
  [ ]MARC
  [SE]NASTRAN
  [ ]NIKE3D
sp6.1 sp4
sp6.2 sp3
sp6.3 1421 sp1
sp6.4 sp2
sp6.5 sp4
sp6.6 sp5
sp6.7 sp3
sp7 # Initial muscle length:|
  # Maximum CE shortening velocity:|
  # Scale factor for Vmax vs. activs state:|
  # Activation level vs. time function:|
  # peak isometric force:|
  # Active tension vs. length function:|
  # Active tension vs. velocity function:|
  # Force vs. length function:|
  # Relative length:|
  # Exponential rise constant:|
sp8 #(IDENTIFICATION) spotweld number:|
sp9 $(Select a node)
  [node] Existing node
  [loc] Locate node
  [locc] Locate node and move node
  [ann] Literal
sp9.1 11
sp9.2 sp12
sp9.3 sp12
sp9.4 11
sp10 %[ ] Additional node
sp10.1 sp9 sp10
sp11 $
  [ ] LS-Dyna
  [ ] Nastran
sp11.1 sp13
sp11.2 sp15
sp12 # x-coordinate:|
  # y-coordinate:|
  # z-coordinate:|
  # material number:|
sp13 %[SN] Normal Force
  [SS] Shear Force
  [N] Normal Force Exponent
  [M] Shear Force Exponent
  [TF] Failure Time
  [EP] Effective Plastic Strain
  [NF] Number of Force Vectors 
  [TW] Time Window
sp13.1 lds45
sp13.2 lds45
sp13.3 3108
sp13.4 3108
sp13.5 196
sp13.6 bd44
sp13.7 sp14
sp13.8 196
sp14 # number of vectors:|
sp15 %(Share degrees of freedom)
  [dx] global x-direction
  [dy] global y-direction
  [dz] global z-direction
  [rx] global x-rotation
  [ry] global y-rotation
  [rz] global z-rotation
sp16 # Spotweld definition number:|
sp17 %
  [spwd] Properties
sp17.1 sp16
sp18 # Spotweld number:|
1422 #(Select a material)
1423 $[0] Linear spring/damper
  [1] Torsional Spring/Damper
1424 # clearance :|
1425 # velocity :|
3113 # stiffness :|
3114 # damping :|
3115 # elastic stiffness :|# tangent stiffness:|#
   yield :|
3116 # loading curve no. :|# unloading curve no. :
  |# hardening :|# tension initial yield :|# compr
  ession initial yield :|
3117 # thickness :|
3118 # stiffness of spring :|
  # damping coefficient of dashpot :|
3124 # x-offset :|
3125 # y-offset :|
3126 # z-offset :|
3127 # angle (degrees) :|
3128 # scale factor :|
3142 #(SLIDING INTERFACE NUMBER) :|
3144 %(STONEWALL OPTIONS)
  [STICK] Contacting Node Sticks To The Wall
  [LIMIT] The Wall Has A Boundary
  [MOVE] The Wall Has Mass And Velocity
  [PEN] Penalty stiffness scale factor
  [DISP] Displacement Load Curve
3144.2 3146
3144.3 3147
3144.4 247
3144.5 3210
3145 $[;] Constrained On The Plane
  [vector ;] Constrained Along The Vector
3146 # x1:|
  # y1:|
  # z1:|
  # length in the x-direction:|
  # length in the y-direction:|
3147 # mass:|
  # initial velocity:|
3152 $$[ ] Apply a Transformation
3152.1 3150 3151
3150 $(SELECT AN OPERATOR)
  [MX] Translation along the x-axis
  [MY] Translation along the y-axis
  [MZ] Translation along the z-axis
  [V] Translate in a given vector direction
  [RX] Rotate about the x-axis
  [RY] Rotate about the y-axis
  [RZ] Rotate about the z-axis
  [RAXIS] Rotate about a general axis
  [RXY] Reflect about the xy-plane
  [RYZ] Reflect about the yz-plane
  [RZX] Reflect about the zx-plane
  [TF] Transform To a Frame of Reference
  [FTF] Frame of Reference To Frame of Reference
  [INV] Invert the Transformation 
  [CSCA] Scale all coordinates
  [XSCA] Scale the x-coordinates
  [YSCA] Scale the y-coordinates
  [ZSCA] Scale the z-coordinates
3150.1 3124
3150.2 3125
3150.3 3126
3150.4 3124 3125 3126
3150.5 3127
3150.6 3127
3150.7 3127
3150.8 937 903 904
3150.12 f7 g1 f8 g2 f9 g3
3150.13 f1 g1 f2 g2 f3 g3 f4 g4 f5 g5 f6 g6
3150.15 3128
3150.16 3128
3150.17 3128
3150.18 3128
3151 $$[ ] Append another operator
3151.1 3150 3151
3162 #(LIST ALL DEFINED SURFACES)
3195 # x :|
3196 # y :|
3197 # z :|
3210 # load curve number :|
3217 %[ ] Nodal Displacement[ ] Nodal Rotation
3217.1 3218
3217.2 3219
3218 %[dx] constraint in the x-direction
  [dy] constraint in the y-direction
  [dz] constraint in the z-direction
3219 %[rx] constraint about the nodes local x-axis
  [ry] constraint about the nodes local y-axis
  [rz] constraint about the nodes local z-axis
3220 #%(IGES PATH AND FILE NAME) >|
3221 # first NURBS sequence number :|
3222 # last NURBS sequence number :|
3223 # first surface definition number :|
3224 #(FOURIER LOAD CURVE DEFINITION) load curve n
  umber :|
3225 $$[ ] Another Option
3225.1 3045 3225
3226 # beam cross section definition number :|
3227 #(LIST ALL DEFINED JOINTS)
3228 #(LIST ALL DEFINED PLANES)
3229 #(LIST ALL DEFINED CURVES)
3230 #(LIST ALL DEFINED LOAD CURVES)
3231 #(LIST ALL DEFINED PARAMETERS)
3232 #(LIST ALL DEFINED PARTS)
3233 #(LIST ALL DEFINED SLIDING INTERFACES)
3234 #(LIST ALL DEFINED SPRINGS AND DAMPERS)
3241 # 2D curve number :|
3247 #(Curve Definition Number) >|
3248 $$[ ]Append Another Segment
3248.1 3012 3248
3261 # first angle :|
3262 # second angle :|
3263 # first IGES surface sequence number :|
3264 # last IGES surface sequence number :|
3265 #%(PATH AND FILE NAME) >|
3266 #(Parametric Coordinates) minimum u :|
  # maximum u :|
lsys1 $(SELECT AN OPERATOR)
  [MX] Translation along the x-axis
  [MY] Translation along the y-axis
  [MZ] Translation along the z-axis
  [V] Translate in a given vector direction
  [RX] Rotate about the x-axis
  [RY] Rotate about the y-axis
  [RZ] Rotate about the z-axis
  [RAXIS] Rotate about a general axis
  [TF] Transform To a Frame of Reference
  [FTF] Frame of Reference To Frame of Reference
  [INV] Invert the Transformation 
lsys1.1 934
lsys1.2 935
lsys1.3 936
lsys1.4 934 935 936
lsys1.5 937
lsys1.6 937
lsys1.7 937
lsys1.8 937 903 904
lsys1.9 f7 g1 f8 g2 f9 g3
lsys1.10 f1 g1 f2 g2 f3 g3 f4 g4 f5 g5 f6 g6
lsys2 $$
  [ ] Include another operator for this transforma
  tion
lsys2.1 lsys1 lsys2
lsys3 # local coordinate system number :|
igcd # first IGES curve sequence number :|
  # last IGES curve sequence number :|
  # first TrueGrid 3D curve number :|
igpd # first IGES plane sequence number :|
  # last IGES plane sequence number :|
  # first TrueGrid surface number :|
iges # first TrueGrid surface number :|
  # first TrueGrid 3D curve number :|
vldf1 # volume definition number :|
vldf2 $[SP] Spherical Volume
  [CY] Infinite Cylindrical Volume
  [CR] Rotated 2D Curve Volume
  [CYF] Finite Cylindrical Volume
  [SD] Thickened Surface Volume
  [BOX] Box
vldf2.1 vldf7 vldf8
vldf2.2 vldf9 vldf10 vldf8
vldf2.3 vldf11 vldf10 vldf12
vldf2.4 vldf9 vldf10 vldf8 vldf3 vldf4
vldf2.5 vldf5 vldf6
vldf2.6 vldf13 vldf1