Note: | Import of adaptive meshing results is not supported. You must use the Attach method. |
Primary Label | Secondary Label | Type | Postcodes | Description |
Displacement | Translation | Vector | 1 (nodal) | Translational displacements at nodes from a structural analysis. |
Displacement | Rotation | Vector | 2 (nodal) | Rotational displacements at nodes from a structural analysis. |
Velocity | Translation | Vector | 28 (nodal) | Translational velocities at nodes from a dynamic analysis. |
Velocity | Rotation | Vector | 29 (nodal) | Rotational velocities at nodes. |
Acceleration | Translation | Vector | 30 (nodal) | Translational accelerations at nodes from a dynamic analysis. |
Acceleration | Rotation | Vector | 31 (nodal) | Rotational accelerations at nodes from a dynamic analysis. |
Force | Nodal External Applied | Vector | 3 (nodal) | Forces applied to the model in a structural analysis. |
Force | Nodal Reaction | Vector | 5 (nodal) | Reaction forces at boundary conditions from a structural analysis. |
Moment | Nodal External Applied | Vector | 4 (nodal) | Moments applied to the model in a structural analysis. |
Moment | Nodal Reaction | Vector | 6 (nodal) | Reaction moments at boundary conditions from a structural analysis. |
Modal Mass | Translation | Vector | 32 (nodal) | Translational modal masses from modal extractions. |
Modal Mass | Rotation | Vector | 33 (nodal) | Rotational modal masses from modal extractions. |
Temperature | Nodal | Scalar | 14 (nodal) | Temperature at nodes from a thermal analysis. |
Velocity | Fluid | Vector | 7 (nodal) | Fluid Velocity |
Flux | Nodal | Scalar | 15 (nodal) | Heat Flux applied to the model in a thermal analysis. |
Pressure | Fluid | Scalar | 8 (nodal) | Fluid Pressure |
Force | External Fluid | Vector | 9 (nodal) | External Fluid Force |
Force | Reaction Fluid | Vector | 10 (nodal) | Reaction Fluid Force |
Pressure | Sound | Scalar | 11 (nodal) | Sound Pressure |
Source | External Sound | Scalar | 12 (nodal) | External Sound Source |
Source | Reaction Sound | Scalar | 13 (nodal) | Reaction Sound Source |
Flux | Nodal Reaction | Scalar | 16 (nodal) | Nodal Reaction Flux |
Potential | Electric | Scalar | 17 (nodal) | Electric Potential |
Charge | External Electric | Scalar | 18 (nodal) | External Electric Charge |
Charge | Reaction Electric | Scalar | 19 (nodal) | Reaction Electric Charge |
Potential | Magnetic | Scalar | 20 (nodal) | Magnetic Potential |
Current | External Electric | Scalar | 21 (nodal) | External Electric Current |
Current | Reaction Electric | Scalar | 22 (nodal) | Reaction Electric Current |
Pressure | Pore | Scalar | 23 (nodal) | Pore Pressure |
Flux | External Mass | Scalar | 24 (nodal) | External Mass Flux |
Flux | Reaction Mass | Scalar | 25 (nodal) | Reaction Mass Flux |
Pressure | Bearing | Scalar | 26 (nodal) | Bearing Pressure |
Force | Bearing | Scalar | 27 (nodal) | Bearing Force |
Stress | Contact Normal | Vector | 34 (nodal) | Contact Normal Stress |
Force | Contact Normal | Vector | 35 (nodal) | Contact Normal Force |
Stress | Friction | Vector | 36 (nodal) | Friction Stress |
Force | Friction | Vector | 37 (nodal) | Friction Force |
Contact | Status | Scalar | 38 (nodal) | Contact Status |
Contact | Touched Body | Scalar | 39 (nodal) | Touched Body Contact |
Variable | Herrmann | Scalar | 40 (nodal) | Herrmann Variable |
Post Code | No. -1 | Scalar | -1 (nodal) | User defined nodal quantities via user subroutine. |
Post Code | No. -2 | Vector | -2 (nodal) | User defined nodal quantities via user subroutine. |
Post Code | No. -11, -21, -31 | Scalar | -11, -21, -31 | User defined elemental quantities via user subroutine. |
Post Code | No. 19 | Scalar | 19 | User defined variable via user subroutine PLOTV. |
Post Code | No. 38 | Vector | 38 | Total swelling strain from user subroutine VSWELL. |
Strain | Cracking | Tensor | 81-86 or 381 | Cracking strain from a nonlinear structural analysis. |
Strain | Creep | Tensor | 31-36 or 331 | Creep strain from a nonlinear structural analysis. |
Strain | Creep Equivalent | Scalar | 37 | Equivalent creep strain from a nonlinear structural analysis. |
Strain | Creep Equivalent (from rate) | Scalar | 8 | Equivalent creep strain determined from rate from a nonlinear structural analysis. |
Strain | Elastic | Tensor | 121-126 or 401 | Elastic strain from a structural analysis. |
Strain | ElasticComponents | Tensor | 421 | Elastic strain components from a nonlinear structural analysis in the global coordinate system. |
Strain | ElasticComponents | Tensor | 461 | Elastic strain components from a nonlinear structural analysis in the preferred coordinate system. |
Strain | Plastic Components | Tensor | 431 | Plastic strain components from a nonlinear structural analysis in the global coordinate system. |
Strain | Elastic Equivalent | Scalar | 127 | Equivalent elastic strain from a structural analysis. |
Strain | Plastic | Tensor | 21-26 or 321 | Plastic strain from a nonlinear structural analysis. |
Strain | Plastic Equivalent | Scalar | 27 | Equivalent plastic strain from a nonlinear structural analysis. |
Strain | Plastic Equivalent (from rate) | Scalar | 7 | Equivalent plastic strain determined from rate from a nonlinear structural analysis. |
Strain | Plastic Equivalent Rate | Scalar | 28 | Equivalent plastic strain rate from a nonlinear structural analysis. |
Strain | Thermal | Tensor | 71-76 or 371 | Thermal strain from a structural analysis. |
Strain | Thickness | Scalar | 49 | Thickness strain from a structural analysis. |
Strain | Total | Tensor | 1-6 or 301 | Total strain from a nonlinear structural analysis. |
Temperature | Element | Scalar | 9 | Element temperature from a thermal or structural analysis. |
Temperature | Element Gradient | Vector | 181-183 | Element temperature gradient from a thermal analysis. |
Temperature | Element Incremental | Scalar | 10 | Incremental element temperature from a thermal or structural analysis. |
Stress | Tensor | 11-16 or 311 | Stress from a structural analysis. | |
Stress | Cauchy | Tensor | 41-46 or 341 | Cauchy stress from a nonlinear structural analysis. |
Stress | Cauchy Equivalent Mises | Scalar | 47 | Equivalent Cauchy stress from a nonlinear structural analysis. |
Stress | Equivalent Mises | Scalar | 17 | Equivalent (von mises) stress from a structural analysis. |
Stress | Hydrostatic | Scalar | 18 | Hydrostatic stress from a structural analysis. |
Stress | Interlaminar Shear No. 1 | Scalar | 108 | Interlaminar shear in one direction from a structural analysis. |
Stress | Interlaminar Shear No. 2 | Scalar | 109 | Interlaminar shear in two direction from a structural analysis. |
Energy Density | Elastic | Scalar | 48 | Elastic strain energy density from a structural analysis. |
Energy Density | Plastic | Scalar | 58 | Plastic strain energy density from a nonlinear structural analysis. |
Energy Density | Total | Scalar | 68 | Total strain energy density from a structural analysis. |
Flux | Element | Vector | 184-186 | Element heat flux from a thermal analysis. |
State Variable | Second | Scalar | 29 | Second state variable from a nonlinear thermal or structural analysis. |
State Variable | Third | Scalar | 39 | Third state variable from a nonlinear thermal or structural analysis. |
Failure | Index No. 1 | Scalar | 91 | Failure index one from a structural analysis. |
Failure | Index No. 2 | Scalar | 92 | Failure index two from a structural analysis. |
Failure | Index No. 3 | Scalar | 93 | Failure index three from a structural analysis. |
Failure | Index No. 4 | Scalar | 94 | Failure index four from a structural analysis. |
Failure | Index No. 5 | Scalar | 95 | Failure index five from a structural analysis. |
Failure | Index No. 6 | Scalar | 96 | Failure index six from a structural analysis. |
Failure | Index No. 7 | Scalar | 97 | Failure index seven from a structural analysis. |
Thickness | Scalar | 20 | Element thickness from a thermal or structural analysis. | |
Volume | Scalar | 78 | Element Volume from a thermal or structural analysis. | |
Beam | Bimoment | Scalar | 270 | Bimoment. |
Grain Size | (79) | Scalar | 79 | Grain size. |
Volume | Fraction of Martensite | Scalar | 531 | Volume fraction of Marensite. |
Strain | Phase transformation tensor | Tensor | 541 | Phase transformation strain tensor. |
Strain | Equivalent Phase Transformation | Scalar | 547 | Equivalent Phase Transformation strain. |
Strain | Equivalent TWIN | Scalar | 548 | Equivalent TWIN Strain. |
Strain | Equivalent TRIP | Scalar | 549 | Equivalent TRIP Strain in the forward transformation. |
Stress | Yield of Mulitphase Aggregate | Scalar | 557 | Yield Stress of Multiphase Aggregate |
Strain | Equivalent Plastic in Multiphase Aggregate | Scalar | 651 | Equivalent Plastic Strain in the Multiphase Aggregate |
Strain | Equivalent Plastic in Austenite | Scalar | 652 | Equivalent Plastic Strain in the Austenite |
Strain | Equivalent Plastic in Martensite | Scalar | 653 | Equivalent Plastic Strain in the Martensite |
Stress | Yield of Multiphase Aggregate | Scalar | 657 | Yield Stress of Multiphase Aggregate |
Parameter | Forming Limit | Scalar | 30 | Forming Limit Parameter (FLP) = calculated major engineering strain / maximum major engineering strain |
Global Variable Label | Type | Description |
Increment | Scalar | Increment of the analysis |
Sub Increment | Scalar | Sub increment of the analysis |
Time | Scalar | Time of the analysis |
Buckling Mode | Scalar | Buckling mode number |
Critical Load Factor | Scalar | Critical load factor for buckling analysis |
Dynamic Mode | Scalar | Dynamic mode number from modal extraction |
Frequency (radians/time) | Scalar | Frequency in radians per unit time for modal extraction |
Process Pressure | Scalar | Process pressure at the end of the increment |
Cycles | Scalar | Number of cycles (iterations) performed in the load increment |
Separation | Scalar | Number of separations in the load increment |
Cutback | Scalar | Number of load cutbacks performed in the increment |
Splitting | Scalar | Number of increment splits performed in the increment |
Total Volume | Scalar | Total volume of the model in the increment |
Total Mass | Scalar | Total mass of the model in the increment |
Total Strain Energy (>=2001) | Scalar | Total “total” strain energy at the end of the increment |
Plastic Strain Energy (>=2001) | Scalar | Total plastic strain energy at the end of the increment |
Creep Energy (>=2001) | Scalar | Total creep energy at the end of the increment |
Kinetic Energy (>=2001) | Scalar | Total kinetic energy at the end of the increment |
Damping Energy (>=2001) | Scalar | Total energy dissipated by dampers at the end of the increment |
Total Work (>=2001) | Scalar | Total work by all external forces at the end of the increment |
Thermal Energy (>=2001) | Scalar | Total thermal energy (from Heat Transfer or Coupled analysis) |
Total Elastic Strain Energy (>=2001) | Scalar | Total elastic strain energy at the end of the increment |
Total Work by Contact Force (>=2001) | Scalar | Total work by contact forces at the end of the increment |
Total Work by Friction Force (>=2001) | Scalar | Total work by friction forces at the end of the increment |
Total Work by Springs (>=2001) | Scalar | Total work by spring forces at the end of the increment |
Total Work by Foundations (>=2001) | Scalar | Total work by foundations at the end of the increment |
Pos X Body_i | Scalar | X position of body i at end of increment |
Pos Y Body_i | Scalar | Y position of body i at end of increment |
Pos Z Body_i | Scalar | Z position of body i at end of increment |
Pos Body_i | Scalar | Position (magnitude) of body i at end of increment |
Angle Pos Body_i | Scalar | Angular position of body i at end of increment |
Vel X Body_i | Scalar | X velocity of body i at end of increment |
Vel Y Body_i | Scalar | Y velocity of body i at end of increment |
Vel Z Body_i | Scalar | Z velocity of body i at end of increment |
Vel Body_i | Scalar | Velocity (magnitude) of body i at end of increment |
Angle Vel Body_i | Scalar | Angular velocity of body i at end of increment |
Force X Body_i | Scalar | X force of body i at end of increment |
Force Y Body_i | Scalar | Y force of body i at end of increment |
Force Z Body_i | Scalar | Z force of body i at end of increment |
Force Body_i | Scalar | Force (magnitude) of body i at end of increment |
Moment X Body_i | Scalar | X moment of body i at end of increment |
Moment Y Body_i | Scalar | Y moment of body i at end of increment |
Moment Z Body_i | Scalar | Z moment of body i at end of increment |
Note: | For Body Variables above which are treated as Global Variables, there is one for each contact body present in the model. To reduce the number of variables in problems with large number of contact bodies, only those variables that have all non-zero values are displayed or available. |