ansys.data1

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

ANSYMATS an1 an2 an3
ANSYOPTS ansopt ansopts
ANSYNL ansnon ansnon1
ANSYS 0
0 #(   (No Arguments.))
ansEX ##    ex :|
ansEY ##    ey :|
ansEZ ##    ez :|
ansALPX ##  alpx :|
ansALPY ##  alpy :|
ansALPZ ##  alpz :|
ansNUXY ##  nuxy :|
ansNUYZ ##  nuyz :|
ansNUXZ ##  nuxz :|
ansGXY ##   gxy :|
ansGYZ ##   gyz :|
ansGXZ ##   gxz :|
ansDENS ##  dens :|
ansMU ##    mu :|
ansDAMP ##  damp :|
ansKXX ##   kxx :|
ansKYY ##   kyy :|
ansKZZ ##   kzz :|
ansCH ##     c :|
ansEMIS ##  emis :|
ansHF ##    hf :|
ansRSVX ##  rsvx :|
ansRSVY ##  rsvy :|
ansRSVZ ##  rsvz :|
ansVISC ##  visc :|
thk $(THICKNESS (Must Be Specified))[DTH]Default S
  hell Thickness
thk.1 thk1
thk1 # thickness :|
524 # x :|
525 # y :|
526 # z :|
acceleration # x-acceleration :|
  # y-acceleration :|
  # z-acceleration :|
velocity # x-velocity :|
  # y-velocity :|
  # z-velocity :|
an1 #(USED TO SPECIFY A CORRESPONDENCE BETWEEN
   TrueGRID MATERIALS and ANSYS MATERIALS AND
   ELEMENT TYPES)
an2 #(  Choose a TrueGRID Material Number; this
   will be used as a user-defined ANSYS material
   number)  mat. no >|
an3 $(     **** ELEMENT TYPE ****)
  [STIF3] (STIF3) 2-D Elastic Beam
  [STIF4] (STIF4) 3-D Elastic Beam
  [STIF5] (STIF5) 3-D Multi-Field Solid
  [STIF7] (STIF7) Joint Element
  [STIF8] (STIF8) 3-D Spar
  [STIF10] (STIF10) Tension-Only or Compression-On
  ly Spar
  [STIF12] (STIF12) 2-D Interface
  [STIF13] (STIF13) 2-D Multi-Field Solid
  [STIF14] (STIF14) Spring-Damper
  [STIF16] (STIF16) Elastic Straight Pipe
  [STIF17] (STIF17) Elastic Pipe Tee
  [STIF18] (STIF18) Elastic Curved Pipe (Elbow)
  [STIF24] (STIF24) 3-D Thin-Walled Plastic Beam
  [STIF30] (STIF30) 3-D Isoparametric Acoustic Flu
  id
  [STIF33] (STIF33) 3-D Heat Conducting Bar
  [STIF34] (STIF34) Convection Link
  [STIF38] (STIF38) Dynamic Fluid Coupling
  [STIF39] (STIF39) Nonlinear Force-Deflection Ele
  ment
  [STIF40] (STIF40) Combination Element
  [STIF41] (STIF41) 3-D Membrane Shell
  [STIF42] (STIF42) 2-D Isoparametric Solid
  [STIF43] (STIF43) Plastic Quadrilateral Shell
  [STIF44] (STIF44) 3-D Tapered Unsymmetrical Beam
  [STIF45] (STIF45) 3-D Isoparametric Solid
  [STIF46] (STIF46) 8-Node Layered Solid
  [STIF52] (STIF52) 3-D Interface
  [STIF57] (STIF57) Isoparametric Quadrilateral Th
  ermal Shell
  [STIF63] (STIF63) Elastic Quadrilateral Shell
  [STIF64] (STIF64) 3-D Anisotropic Solid
  [STIF65] (STIF65) Reinforced Concrete Solid
  [STIF66] (STIF66) Transient Thermal-Flow Pipe
  [STIF69] (STIF69) 3-D Thermal-Electrical Solid
  [STIF70] (STIF70) Isoparametric Thermal Solid
  [STIF73] (STIF73) 3-D 8-Node Structural Solid
   w/ Rotations
  [STIF80] (STIF80) 3-D Fluid Element
  [STIF85] (STIF85) Crack-Tip Solid
  [STIF86] (STIF86) 3-D Hyperelastic Solid
  [STIF91] (STIF91) 8-Node Layered Shell
  [STIF93] (STIF93) 8-Node Structural Shell
  [STIF95] (STIF95) 3-D 20-Node Structural Solid
an3.1 ST3 ST3a ST3b
an3.2 ST4 ST4a
an3.3 ST5 ST5a ST5b ST5c ST5d ST5e ST5f
an3.4 ST7 ST7a ST7b ST7c ST7d ST7e ST7f
an3.5 ST8
an3.6 ST10 ST10a ST10b
an3.7 ST12 ST12a ST12b ST12c ST12d ST12e
an3.8 ST13 ST13a ST13b ST13c ST13d ST13e ST13f
an3.9 ST14 ST14a
an3.10 ST24 ST16a ST16b ST16c
an3.11 ST24 ST16a ST16c
an3.12 ST24 ST18a ST18b ST16c
an3.13 ST24 ST24a ST24b ST24c ST24d ST24e
an3.14 ST30 ST30a
an3.15 ST33
an3.16 ST34 ST34a ST34b
an3.17 ST38 ST38a ST38b
an3.18 ST39 ST39a ST39b ST39c
an3.19 ST40 ST40a ST40b ST40c ST40d ST40e
an3.20 thk ST41 ST41a ST41b ST41c ST41d ST41e
an3.21 ST42 ST42a ST42b ST42c ST42d ST42e
an3.22 thk STMT ST43a ST43b ST43c ST43d
an3.23 ST44 ST44a ST44b ST44c ST44d ST44e
an3.24 STMT ST45a ST45b ST45c ST45d ST45e
an3.25 STMT ST46a ST46b ST46c ST46d ST46e ST46g
an3.26 ST52 ST52a ST52b ST52c ST52d ST52e
an3.27 thk ST57 ST57a
an3.28 thk ST63 ST63a ST63b ST63c ST63d ST63e S63f
an3.29 STMT ST64a ST64b ST64c ST64d ST64e
an3.30 ST65 ST65a ST65b ST65c ST65d
an3.31 ST66 ST66a ST66b
an3.32 ST69 ST69a
an3.33 ST70 ST70a ST70b ST70c ST70d
an3.34 STMT ST45d
an3.35 ST80 ST80a
an3.36 STMT ST85a ST85b ST85c
an3.37 ST86 ST86a ST86b ST86c ST86d
an3.38 STMT ST91a ST91b ST91c ST91d
an3.39 thk STMT ST43b ST43c ST43d
an3.40 STMT ST95d ST95e
STMT %(Material Options - Specify up to 5 constant
  s C0 C1 C2 C3 C4 (in order) to determine a tempe
  rature - dependent material property :   C0 + C1
  *T + C2*T**2 + C3*T**3 + C4*T**4.)
  [EX] Elastic Young's Modulus (x-direction)
  [EY] Elastic Young's Modulus (y-direction)
  [EZ] Elastic Young's Modulus (z-direction)
  [NUXY] Poisson's Ratio (nuxy)
  [NUYZ] Poisson's Ratio (nuyz)
  [NUXZ] Poisson's Ratio (nuxz)
  [GXY] Shear modulus (x-stress, y-strain)
  [GYZ] Shear modulus (y-stress, z-strain)
  [GXZ] Shear modulus (x-stress, z-strain)
  [ALPX] Coefficient of Thermal Expansion (x-direc
  tion)
  [ALPY] Coefficient of Thermal Expansion (y-direc
  tion)
  [ALPZ] Coefficient of Thermal Expansion (z-direc
  tion)
  [DENS] Density
  [DAMP] Damping of K-Matrix
STMT.1 ansEX
STMT.2 ansEY
STMT.3 ansEZ
STMT.4 ansNUXY
STMT.5 ansNUYZ
STMT.6 ansNUXZ
STMT.7 ansGXY
STMT.8 ansGYZ
STMT.9 ansGXZ
STMT.10 ansALPX
STMT.11 ansALPY
STMT.12 ansALPZ
STMT.13 ansDENS
STMT.14 ansDAMP
ST3 %(Material Options - Specify up to 5 constants
   C0 C1 C2 C3 C4 (in order) to determine a temper
  ature - dependent material property :   C0 + C1*
  T + C2*T**2 + C3*T**3 + C4*T**4.)
  [EX] Elastic Young's Modulus
  [ALPX] Coefficient of Thermal Expansion
  [NUXY] Poisson's Ratio
  [DENS] Density
ST3.1 ansEX
ST3.2 ansALPX
ST3.3 ansNUXY
ST3.4 ansDENS
ST3a $$(Element Stress Printout)
  [KOP50] No intermediate stress printout
  [KOP51] Print out stresses at intermediate point
  s along the element
ST3b $$(Element Force and Moment Printout)
  [KOP60] No printout of memeber forces and moment
  s
  [KOP61] Print out member forces and moments in t
  he element coordinate system
ST4 %(Material Options - Specify up to 5 constants
   C0 C1 C2 C3 C4 (in order) to determine a temper
  ature - dependent material property :   C0 + C1*
  T + C2*T**2 + C3*T**3 + C4*T**4.)
  [EX] Elastic Young's Modulus
  [ALPX] Coefficient of Thermal Expansion
  [NUXY] Poisson's Ratio
  [DENS] Density
ST4.1 ansEX
ST4.2 ansALPX
ST4.3 ansNUXY
ST4.4 ansDENS
ST4a $$(Element Force and Moment Printout)
  [KOP60] No printout of member forces or moments
  [KOP61] Print out member forces and moments in t
  he element coordinate system
ST5 %(Material Options - Specify up to 5 constants
   C0 C1 C2 C3 C4 (in order) to determine a temper
  ature - dependent material property :   C0 + C1*
  T + C2*T**2 + C3*T**3 + C4*T**4.)
  [EX] Elastic Young's Modulus (x-direction).
  [EY] Elastic Young's Modulus (y-direction).
  [EZ] Elastic Young's Modulus (z-direction).
  [ALPX] Coefficient of Thermal Expansion (x-direc
  tion).
  [ALPY] Coefficient of Thermal Expansion (y-direc
  tion).
  [ALPZ] Coefficient of Thermal Expansion (z-direc
  tion).
  [NUXY] Poisson's Ratio (nuxy)
  [NUYZ] Poisson's Ratio (nuyz)
  [NUXZ] Poisson's Ratio (nuxz)
  [GXY] Shear modulus (x-stress, y-strain).
  [GYZ] Shear modulus (y-stress, z-strain).
  [GXZ] Shear modulus (x-stress, z-strain).
  [DENS] Density.
  [CH] Specific Heat.
ST5.1 ansEX
ST5.2 ansEY
ST5.3 ansEZ
ST5.4 ansALPX
ST5.5 ansALPY
ST5.6 ansALPZ
ST5.7 ansNUXY
ST5.8 ansNUYZ
ST5.9 ansNUXZ
ST5.10 ansGXY
ST5.11 ansGYZ
ST5.12 ansGXZ
ST5.13 ansDENS
ST5.14 ansCH
ST5a $$(Degrees of Freedom)
  [KOP10] Static Thermal-Structural (KAN=-1,0)
  [KOP10] Transient Thermal-Structural (KAN=-1,4)
  [KOP10] Static Magnetic-Structural (KAN=-1,0)
  [KOP10] Piezoelectric (KAN=0,2,3,6)
  [KOP11] Static Electro-Magnetic, Static
   Thermal-Magnetic, or Static Thermal-Electric
   (KAN=-1)
  [KOP12] Static or Dynamic Structural (KAN=0,2,
  4,6)
  [KOP18] Steady-State or Transient Thermal (KAN
  =-1)
  [KOP19] Steady-State Electric (KAN=-1)
  [KOP110] Static Magnetic (KAN=-1)
ST5b $$(Stiffness or compliance matrix - Use the A
  NSYNL command to input the stiffness matrix if y
  ou choose one of these options)
  [KOP20] (Default) Input represents stiffness mat
  rix
  [KOP21] Input represents compliance matrix
ST5c $$(Shape Functions)
  [KOP30] (Default) Modified extra shapes are incl
  uded in the element formulation
  [KOP31] No extra shapes are included
ST5d $$(Type of Source Term Calculation)
  [KOP40] Calculate source term at integr
  ation points
  [KOP41] Calculate source term at centroid
ST5e $$(Element Printout)
  [KOP50] Basic element printout
  [KOP52] Basic element printout + Nodal "stress"
   solution (adds 9 more lines/element)
ST5f $$(Frequency of Source Term Calculations)
  [KOP90] Calculate source term every iteration
  [KOP91] Calculate source term only on fIrst i
  teration of Run
  [KOP92] Calculate source term on first 2 iter
  ations of each load step.
ST7 #(There are no Material Options)
ST7a $$(Control Value)
  [KOP11] Control on Value (UL-UM) (or UL is M not
   defined)
  [KOP12] Control on first derivative of value wit
  h respect to time
  [KOP13] Control on second derivative of value wi
  th respect to time
  [KOP14] Control on integral of value with respec
  t to time
  [KOP15] Control on time value
ST7b $$(Fixed-Stop Control Behaviour)
  [KOP20] Reverse pin-axis rotation is not prevent
  ed when a rotational stop is engaged
  [KOP21] Pin-axis is locked when a rotational sto
  p is engaged (only after the first iteration)
ST7c $$(Degree of Freedom for Control Nodes (L and
   M))
  [KOP31] UX (displacement along x axes)
  [KOP32] UY (displacement along y axes)
  [KOP33] UZ (displacement along z axes)
  [KOP34] ROTX (rotation about x axes)
  [KOP35] ROTY (rotation about y axes)
  [KOP36] ROTZ (rotation about z axes)
ST7d $$(Control Node Coordinates)
  [KOP40] Control node degree of freedom is in nod
  al coordinates
  [KOP41] Control node degree of freeom is in elem
  ent (moving) coordinates
ST7e $$(Stiffness)
  [KOP50] No stiffness associated with free rotati
  on
  [KOP51] K4*1.0E-06 stiffness assigned to free ro
  tation
ST7f $$(Used if C1 or C3 is not 0)
  [KOP71] Use K1 real constant for nonlinear funct
  ion
  [KOP72] Use K2 real constant for nonlinear funct
  ion
  [KOP73] Use K3 real constant for nonlinear funct
  ion
ST8 %(Material Options - Specify up to 5 constants
   C0 C1 C2 C3 C4 (in order) to determine a temper
  ature - dependent material property :   C0 + C1*
  T + C2*T**2 + C3*T**3 + C4*T**4.)
  [EX] Elastic Young's Modulus (x-direction)
  [ALPX] Coefficient of Thermal Expansion (x-direc
  tion)
  [DENS] Density
ST8.1 ansEX
ST8.2 ansALPX
ST8.3 ansDENS
ST10 %(Material Options - Specify up to 5 constant
  s C0 C1 C2 C3 C4 (in order) to determine a tempe
  rature - dependent material property :   C0 + C1
  *T + C2*T**2 + C3*T**3 + C4*T**4.)
  [EX] Elastic Young's Modulus (x-direction)
  [ALPX] Coefficient of Thermal Expansion (x-direc
  tion)
  [DENS] Density
ST10.1 ansEX
ST10.2 ansALPX
ST10.3 ansDENS
ST10a $$(Stiffness Options)
  [KOP20] No stiffness associated with slack cable
  [KOP21] Small stiffness assigned to slack cable
   for longitudinal motion
  [KOP22] Small stiffness assigned to slack cable
   for both longitudinal and perpendicular motions
   (applicable only with stress stiffening)
ST10b $$(Tension Option)
  [KOP30] Tension-Only (cable) Option
  [KOP31] Compression-Only (gap) Option
ST12 %(Material Options - Specify up to 5 constant
  s C0 C1 C2 C3 C4 (in order) to determine a tempe
  rature - dependent material property :   C0 + C1
  *T + C2*T**2 + C3*T**3 + C4*T**4.)
  [MU] Coefficient of Friction
ST12.1 ansMU
ST12a $$(Sticking Stiffness - used only if mu > 0)
  [KOP10] KS used for sticking stiffness
  [KOP11] Zero sticking stiffness (resisting force
   only)
ST12b $$(Orientation)
  [KOP20] Orientation determined by THETA real con