Solver configuration
- ConfigSolver:
- SolverType
Type of solver: Type of equation solver. | Constant: Constant value
- Type:
Enumerate: { Direct, Iterative }
- LargeDeflections
Large deflections: Large deflections are considered.
- Type:
bool
- ImprovedBending
Improved bending: To avoid shear locking in bending dominated problems when using quadrangular and hexahedral linear elements.
- Type:
bool
- InitialTimeStep
Init. step fraction: Initial time step as a fraction of the step period. Only used in stress or transient thermal analysis. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower than 1.00.
- Type:
Double
- MinimumTimeStep
Min. step fraction: Minimum time step as a fraction of the step period. Only used in stress analysis. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower than 1.00.
- Type:
Double
- MaximumTimeStep
Max. step fraction: Maximum time step as a fraction of the step period. Only used in stress analysis. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower than 1.00.
- Type:
Double
- MaxIncrements
Max. Increments: Maximum number of increments. | Constraints: Conditions: Value must be greater than 0.
- Type:
int
- MaxTotalIncrements
Tot. Increments: Maximum number of increments in an analysis. | Constraints: Conditions: Value must be greater than 0.
- Type:
int
- MinIterations
Min. Iterations: Minimum number of iterations. | Constraints: Conditions: Value must be greater than 0.
- Type:
int
- MaxIterations
Max. Iterations: Maximum number of iterations. | Constraints: Conditions: Value must be greater than 0.
- Type:
int
- ConvergenceDisp
Check u convergence: Check for convergence in displacements Y/N.
- Type:
bool
- ConvergenceF
Check F convergence: Check for convergence in forces Y/N.
- Type:
bool
- ConvergenceM
Check M convergence: Check for convergence in moments Y/N.
- Type:
bool
- ToleranceDisp
Tolerance u: Relative tolerance for convergence in displacements. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- ToleranceF
Tolerance F: Relative tolerance for convergence in forces. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- ToleranceM
Tolerance M: Relative tolerance for convergence in moments. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- ContactMethod
Contact method: Select the contact algorithm to use.
- Type:
Enumerate: { STS, NTS }
- ContactControlSeparationWithinAnIncrement
Control separations within an increment: Select how to proceed if separations occurs during an increment. If separation criteria is fulfilled, separate and reclcyle the iteration or don´t separate in this increment, but separates at the beginning of the next increment.
- Type:
Enumerate: { SeparateAndRecycle, NoSeparatePreviousContact, NoSeparateNewContact, NoSeparateAnyContact }
- SeparationCriterion
Absolute stress: Absolute stress separation criterion.
- Type:
bool
- InitialContactDetection
Initial contact detection: Initial contact detection activated.
- Type:
bool
- SlipThreshold
Slip threshold: Relative sliding displacement below which the contacting surfaces remain sticked. | Constraints: Conditions: Value must be greater or equal than 0.
- Type:
Double
- FrictionForceTolerance
Friction force tolerance: Tolerance to check convergence of the friction forces. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- CreateModalResults
Create modal results: Results for intermediate modal analysis are kept when a spectral analysis is performed.
- Type:
bool
- CreateIntermediateNonLinearResults
Create incremental results: Results for intermediate non-linear analysis are kept for all the load increments.
- Type:
bool
- ApplicationType
Control application: Loads application type in load case.
- Type:
Enumerate: { Instantaneous, Ramped }
- UsePenaltyMethod
Penalty method: Apply boundary conditions using penalty method.
- Type:
bool
- ConstructionProcess
Behaviour of construction process: Check the box to allow free motion of deactivated elements. If it is not checked elements will be activated on its original position.
- Type:
bool
- ArcLength
Arc-Length: Solving method of non-linear models which assumes that the control over the non-linear behaviour and instabilities is based on the mechanical loads. The target is to get the rigtht balance.
- Type:
bool
- NonPositiveDefMatrix
Non positive definite matrix: Solve a model with a non positive definite coefficent matrix.
- Type:
bool
- BoundaryConditionDefinition
Boundary condition definition: Select whether fixed displacements are entered as total values or incremental displacements relative to the position at the beginning of the load case.
- Type:
Enumerate: { TotalDisplacement, RelativeDisplacement }
- ConfigSolver:
- SolverType
Type of solver: Type of equation solver. | Constant: Constant value
- Type:
Enumerate: { Direct, Iterative }
- LargeDeflections
Large deflections: Large deflections are considered.
- Type:
bool
- ImprovedBending
Improved bending: To avoid shear locking in bending dominated problems when using quadrangular and hexahedral linear elements.
- Type:
bool
- TransientIntegrationMethod
Integration method: Transient integration method.
- Type:
Enumerate: { Newmark, GeneralizedRho, GeneralizedAlpha }
- Alphaf
αf: αf coefficient. | Constraints: Conditions: Value must be greater or equal than -0.50 and lower or equal than 0.00.
- Type:
Double
- Alpham
αm: αm coefficient. | Constraints: Conditions: Value must be greater or equal than -0.50 and lower or equal than 1.00.
- Type:
Double
- InitialTimeStep
Init. step fraction: Initial time step as a fraction of the step period. Only used in stress or transient thermal analysis. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower than 1.00.
- Type:
Double
- MinimumTimeStep
Min. step fraction: Minimum time step as a fraction of the step period. Only used in stress analysis. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower than 1.00.
- Type:
Double
- MaximumTimeStep
Max. step fraction: Maximum time step as a fraction of the step period. Only used in stress analysis. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower than 1.00.
- Type:
Double
- MaxIncrements
Max. Increments: Maximum number of increments. | Constraints: Conditions: Value must be greater than 0.
- Type:
int
- MaxTotalIncrements
Tot. Increments: Maximum number of increments in an analysis. | Constraints: Conditions: Value must be greater than 0.
- Type:
int
- MinIterations
Min. Iterations: Minimum number of iterations. | Constraints: Conditions: Value must be greater than 0.
- Type:
int
- MaxIterations
Max. Iterations: Maximum number of iterations. | Constraints: Conditions: Value must be greater than 0.
- Type:
int
- ConvergenceDisp
Check u convergence: Check for convergence in displacements Y/N.
- Type:
bool
- ConvergenceF
Check F convergence: Check for convergence in forces Y/N.
- Type:
bool
- ConvergenceM
Check M convergence: Check for convergence in moments Y/N.
- Type:
bool
- ToleranceDisp
Tolerance u: Relative tolerance for convergence in displacements. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- ToleranceF
Tolerance F: Relative tolerance for convergence in forces. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- ToleranceM
Tolerance M: Relative tolerance for convergence in moments. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- ContactMethod
Contact method: Select the contact algorithm to use.
- Type:
Enumerate: { STS, NTS }
- ContactControlSeparationWithinAnIncrement
Control separations within an increment: Select how to proceed if separations occurs during an increment. If separation criteria is fulfilled, separate and reclcyle the iteration or don´t separate in this increment, but separates at the beginning of the next increment.
- Type:
Enumerate: { SeparateAndRecycle, NoSeparatePreviousContact, NoSeparateNewContact, NoSeparateAnyContact }
- SeparationCriterion
Absolute stress: Absolute stress separation criterion.
- Type:
bool
- InitialContactDetection
Initial contact detection: Initial contact detection activated.
- Type:
bool
- SlipThreshold
Slip threshold: Relative sliding displacement below which the contacting surfaces remain sticked. | Constraints: Conditions: Value must be greater or equal than 0.
- Type:
Double
- FrictionForceTolerance
Friction force tolerance: Tolerance to check convergence of the friction forces. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- FilterResultsBy
Store rcf by: Select the method to control the number of result files which will be created.
- Type:
Enumerate: { Frequency, Number }
- IncrementFrequency
Increment frequency: Number of increments between writing the result file. | Constraints: Conditions: Value must be greater than 0.
- Type:
int
- ApplicationType
Control application: Loads application type in load case.
- Type:
Enumerate: { Instantaneous, Ramped }
- UsePenaltyMethod
Penalty method: Apply boundary conditions using penalty method.
- Type:
bool
- BoundaryConditionDefinition
Boundary condition definition: Select whether fixed displacements are entered as total values or incremental displacements relative to the position at the beginning of the load case.
- Type:
Enumerate: { TotalDisplacement, RelativeDisplacement }
- ConfigSolver:
- SolverType
Type of solver: Type of equation solver. | Constant: Constant value
- Type:
Enumerate: { Direct, Iterative }
- LargeDeflections
Large deflections: Large deflections are considered.
- Type:
bool
- ImprovedBending
Improved bending: To avoid shear locking in bending dominated problems when using quadrangular and hexahedral linear elements.
- Type:
bool
- InitialTimeStep
Init. step fraction: Initial time step as a fraction of the step period. Only used in stress or transient thermal analysis. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower than 1.00.
- Type:
Double
- MinimumTimeStep
Min. step fraction: Minimum time step as a fraction of the step period. Only used in stress analysis. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower than 1.00.
- Type:
Double
- MaximumTimeStep
Max. step fraction: Maximum time step as a fraction of the step period. Only used in stress analysis. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower than 1.00.
- Type:
Double
- MaxIncrements
Max. Increments: Maximum number of increments. | Constraints: Conditions: Value must be greater than 0.
- Type:
int
- MaxTotalIncrements
Tot. Increments: Maximum number of increments in an analysis. | Constraints: Conditions: Value must be greater than 0.
- Type:
int
- MinIterations
Min. Iterations: Minimum number of iterations. | Constraints: Conditions: Value must be greater than 0.
- Type:
int
- MaxIterations
Max. Iterations: Maximum number of iterations. | Constraints: Conditions: Value must be greater than 0.
- Type:
int
- ConvergenceDisp
Check u convergence: Check for convergence in displacements Y/N.
- Type:
bool
- ConvergenceF
Check F convergence: Check for convergence in forces Y/N.
- Type:
bool
- ConvergenceM
Check M convergence: Check for convergence in moments Y/N.
- Type:
bool
- ToleranceDisp
Tolerance u: Relative tolerance for convergence in displacements. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- ToleranceF
Tolerance F: Relative tolerance for convergence in forces. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- ToleranceM
Tolerance M: Relative tolerance for convergence in moments. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- ContactMethod
Contact method: Select the contact algorithm to use.
- Type:
Enumerate: { STS, NTS }
- ContactControlSeparationWithinAnIncrement
Control separations within an increment: Select how to proceed if separations occurs during an increment. If separation criteria is fulfilled, separate and reclcyle the iteration or don´t separate in this increment, but separates at the beginning of the next increment.
- Type:
Enumerate: { SeparateAndRecycle, NoSeparatePreviousContact, NoSeparateNewContact, NoSeparateAnyContact }
- SeparationCriterion
Absolute stress: Absolute stress separation criterion.
- Type:
bool
- InitialContactDetection
Initial contact detection: Initial contact detection activated.
- Type:
bool
- SlipThreshold
Slip threshold: Relative sliding displacement below which the contacting surfaces remain sticked. | Constraints: Conditions: Value must be greater or equal than 0.
- Type:
Double
- FrictionForceTolerance
Friction force tolerance: Tolerance to check convergence of the friction forces. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- ModeExtractionDefinition
Mode extraction: Define how to extract the modes.
- Type:
Enumerate: { FreqRange, NumModes }
- MinFreq
Minimum frequency: Minimum frequency considered for mode extraction. | Constraints: Conditions: Value must be greater or equal than 0.
- Type:
Double
- NumberModes
Number of modes: Number of modes that will be extracted.
- Type:
int
- ApplicationType
Control application: Loads application type in load case.
- Type:
Enumerate: { Instantaneous, Ramped }
- UsePenaltyMethod
Penalty method: Apply boundary conditions using penalty method.
- Type:
bool
- NonPositiveDefMatrix
Non positive definite matrix: Solve a model with a non positive definite coefficent matrix.
- Type:
bool
- BoundaryConditionDefinition
Boundary condition definition: Select whether fixed displacements are entered as total values or incremental displacements relative to the position at the beginning of the load case.
- Type:
Enumerate: { TotalDisplacement, RelativeDisplacement }
- ConfigSolver:
- SolverType
Type of solver: Type of equation solver. | Constant: Constant value
- Type:
Enumerate: { Direct, Iterative }
- LargeDeflections
Large deflections: Large deflections are considered.
- Type:
bool
- ImprovedBending
Improved bending: To avoid shear locking in bending dominated problems when using quadrangular and hexahedral linear elements.
- Type:
bool
- InitialTimeStep
Init. step fraction: Initial time step as a fraction of the step period. Only used in stress or transient thermal analysis. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower than 1.00.
- Type:
Double
- MinimumTimeStep
Min. step fraction: Minimum time step as a fraction of the step period. Only used in stress analysis. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower than 1.00.
- Type:
Double
- MaximumTimeStep
Max. step fraction: Maximum time step as a fraction of the step period. Only used in stress analysis. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower than 1.00.
- Type:
Double
- MaxIncrements
Max. Increments: Maximum number of increments. | Constraints: Conditions: Value must be greater than 0.
- Type:
int
- MaxTotalIncrements
Tot. Increments: Maximum number of increments in an analysis. | Constraints: Conditions: Value must be greater than 0.
- Type:
int
- MinIterations
Min. Iterations: Minimum number of iterations. | Constraints: Conditions: Value must be greater than 0.
- Type:
int
- MaxIterations
Max. Iterations: Maximum number of iterations. | Constraints: Conditions: Value must be greater than 0.
- Type:
int
- ConvergenceDisp
Check u convergence: Check for convergence in displacements Y/N.
- Type:
bool
- ConvergenceF
Check F convergence: Check for convergence in forces Y/N.
- Type:
bool
- ConvergenceM
Check M convergence: Check for convergence in moments Y/N.
- Type:
bool
- ToleranceDisp
Tolerance u: Relative tolerance for convergence in displacements. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- ToleranceF
Tolerance F: Relative tolerance for convergence in forces. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- ToleranceM
Tolerance M: Relative tolerance for convergence in moments. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- ContactMethod
Contact method: Select the contact algorithm to use.
- Type:
Enumerate: { STS, NTS }
- ContactControlSeparationWithinAnIncrement
Control separations within an increment: Select how to proceed if separations occurs during an increment. If separation criteria is fulfilled, separate and reclcyle the iteration or don´t separate in this increment, but separates at the beginning of the next increment.
- Type:
Enumerate: { SeparateAndRecycle, NoSeparatePreviousContact, NoSeparateNewContact, NoSeparateAnyContact }
- SeparationCriterion
Absolute stress: Absolute stress separation criterion.
- Type:
bool
- InitialContactDetection
Initial contact detection: Initial contact detection activated.
- Type:
bool
- SlipThreshold
Slip threshold: Relative sliding displacement below which the contacting surfaces remain sticked. | Constraints: Conditions: Value must be greater or equal than 0.
- Type:
Double
- FrictionForceTolerance
Friction force tolerance: Tolerance to check convergence of the friction forces. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- HarmonicTypeVariation
Type of the increments in frequency. | Constraints: Conditions: The lowest frequency must be bigger than zero for logarithmic increments.
- Type:
Enumerate: { LinearFrequenciesVariation, LogarithmicFrequenciesVariation }
- MinFrequency
Lowest frequency: The lowest frequency in cycles per time unit. | Constraints: Conditions: Value must be greater or equal than 0. The lowest frequency must be bigger than zero for logarithmic increments.
- Type:
Double
- MaxFrequency
Highest frequency: The highest frequency in cycles per time unit. | Constraints: Conditions: Value must be greater than 0. The highest frequency must be bigger than highest lowest frequency.
- Type:
Double
- NumFrequencies
Number of frequencies. | Constraints: Conditions: Value must be greater or equal than 0.
- Type:
int
- UsePenaltyMethod
Penalty method: Apply boundary conditions using penalty method.
- Type:
bool
- PenaltyFactor
Penalty factor multiplier: Multiplier used to calculate the penalty factor. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- NonPositiveDefMatrix
Non positive definite matrix: Solve a model with a non positive definite coefficent matrix.
- Type:
bool
- ApplicationType
Control application: Loads application type in load case.
- Type:
Enumerate: { Instantaneous, Ramped }
- BoundaryConditionDefinition
Boundary condition definition: Select whether fixed displacements are entered as total values or incremental displacements relative to the position at the beginning of the load case.
- Type:
Enumerate: { TotalDisplacement, RelativeDisplacement }
- ConfigSolver:
- SolverType
Type of solver: Type of equation solver. | Constant: Constant value
- Type:
Enumerate: { Direct, Iterative }
- LargeDeflections
Large deflections: Large deflections are considered.
- Type:
bool
- ImprovedBending
Improved bending: To avoid shear locking in bending dominated problems when using quadrangular and hexahedral linear elements.
- Type:
bool
- InitialTimeStep
Init. step fraction: Initial time step as a fraction of the step period. Only used in stress or transient thermal analysis. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower than 1.00.
- Type:
Double
- MinimumTimeStep
Min. step fraction: Minimum time step as a fraction of the step period. Only used in stress analysis. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower than 1.00.
- Type:
Double
- MaximumTimeStep
Max. step fraction: Maximum time step as a fraction of the step period. Only used in stress analysis. | Constraints: Conditions: Value must be greater or equal than 0.00 and lower than 1.00.
- Type:
Double
- MaxIncrements
Max. Increments: Maximum number of increments. | Constraints: Conditions: Value must be greater than 0.
- Type:
int
- MaxTotalIncrements
Tot. Increments: Maximum number of increments in an analysis. | Constraints: Conditions: Value must be greater than 0.
- Type:
int
- MinIterations
Min. Iterations: Minimum number of iterations. | Constraints: Conditions: Value must be greater than 0.
- Type:
int
- MaxIterations
Max. Iterations: Maximum number of iterations. | Constraints: Conditions: Value must be greater than 0.
- Type:
int
- ConvergenceDisp
Check u convergence: Check for convergence in displacements Y/N.
- Type:
bool
- ConvergenceF
Check F convergence: Check for convergence in forces Y/N.
- Type:
bool
- ConvergenceM
Check M convergence: Check for convergence in moments Y/N.
- Type:
bool
- ToleranceDisp
Tolerance u: Relative tolerance for convergence in displacements. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- ToleranceF
Tolerance F: Relative tolerance for convergence in forces. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- ToleranceM
Tolerance M: Relative tolerance for convergence in moments. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- ContactMethod
Contact method: Select the contact algorithm to use.
- Type:
Enumerate: { STS, NTS }
- ContactControlSeparationWithinAnIncrement
Control separations within an increment: Select how to proceed if separations occurs during an increment. If separation criteria is fulfilled, separate and reclcyle the iteration or don´t separate in this increment, but separates at the beginning of the next increment.
- Type:
Enumerate: { SeparateAndRecycle, NoSeparatePreviousContact, NoSeparateNewContact, NoSeparateAnyContact }
- SeparationCriterion
Absolute stress: Absolute stress separation criterion.
- Type:
bool
- InitialContactDetection
Initial contact detection: Initial contact detection activated.
- Type:
bool
- SlipThreshold
Slip threshold: Relative sliding displacement below which the contacting surfaces remain sticked. | Constraints: Conditions: Value must be greater or equal than 0.
- Type:
Double
- FrictionForceTolerance
Friction force tolerance: Tolerance to check convergence of the friction forces. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- NumberModes
Number of modes: Number of modes that will be extracted.
- Type:
int
- ApplicationType
Control application: Loads application type in load case.
- Type:
Enumerate: { Instantaneous, Ramped }
- UsePenaltyMethod
Penalty method: Apply boundary conditions using penalty method.
- Type:
bool
- NonPositiveDefMatrix
Non positive definite matrix: Solve a model with a non positive definite coefficent matrix.
- Type:
bool
- BoundaryConditionDefinition
Boundary condition definition: Select whether fixed displacements are entered as total values or incremental displacements relative to the position at the beginning of the load case.
- Type:
Enumerate: { TotalDisplacement, RelativeDisplacement }
- SolverOutput:
- NodeResults
Nodal results: Available nodal results.
- Type:
NodalResultsControl
- TrussElementResults
Truss element results: Available truss element results.
- Type:
TrussElementResultsControl
- BeamElementResults
Beam element results: Available beam element results.
- Type:
BeamElementResultsControl
- ShellElementResults
Shell element results: Available shell element results.
- Type:
ShellElementResultsControl
- ShellDummyElementResults
Shell dummy element results: Available shell dummy element results.
- Type:
ShellDummyElementResultsControl
- SolidElementResults
Solid element results: Available solid element results.
- Type:
SolidElementResultsControl
- ResultsForInitialState
Initial state results: Available results to use t16 for initial state.
- Type:
bool
- NodalResultsControl:
- Results_UT
UT: Displacements.
- Type:
bool
- Results_UR
UR: Rotations.
- Type:
bool
- Results_RF
RF: Reaction forces.
- Type:
bool
- Results_RM
RM: Reaction moments.
- Type:
bool
- Results_CPRESS
CPRESS: Contact normal stress.
- Type:
bool
- Results_CSHEAR
CSHEAR: Contact shear stress.
- Type:
bool
- Results_CNORMF
CNORMF: Contact normal force.
- Type:
bool
- Results_CSHEARF
CSHEARF: Contact shear force.
- Type:
bool
- Results_CSTATUS
CSTATUS: Contact status.
- Type:
bool
- Results_CBREAKIND
CBREAKIND: Contact breaking index.
- Type:
bool
- Results_VT
VT: Translational velocities.
- Type:
bool
- Results_AT
AT: Translational acceleration.
- Type:
bool
- Results_VR
VR: Rotational velocities.
- Type:
bool
- Results_AR
AR: Rotational accelerations.
- Type:
bool
- Results_PP
PP: Pore water pressure.
- Type:
bool
- Results_Tying
Tying: Tying forces and moments.
- Type:
bool
- AllResults
All: Select/deselect all.
- Type:
bool
- TrussElementResultsControl:
- Results_S
S: Stresses.
- Type:
bool
- Results_E
E: Total strain.
- Type:
bool
- Results_EE
EE: Elastic strain.
- Type:
bool
- Results_PE
PE: Plastic strain.
- Type:
bool
- Results_TE
TE: Thermal strain and temperatures.
- Type:
bool
- Results_CreepE
CE: Creep strain.
- Type:
bool
- Results_PEEQ
PEEQ: Equivalent plastic strain.
- Type:
bool
- Results_MISES
MISES: Von Mises equivalent stress.
- Type:
bool
- Results_PRESS
PRESS: Equivalent pressure stress.
- Type:
bool
- AllResults
All: Select/deselect all.
- Type:
bool
- BeamElementResultsControl:
- Results_S
S: Stresses.
- Type:
bool
- Results_E
E: Total strain.
- Type:
bool
- Results_EE
EE: Elastic strain.
- Type:
bool
- Results_PE
PE: Plastic strain.
- Type:
bool
- Results_TE
TE: Thermal strain and temperatures.
- Type:
bool
- Results_CreepE
CE: Creep strain.
- Type:
bool
- Results_SF
SF: Forces.
- Type:
bool
- Results_SM
SM: Moments.
- Type:
bool
- Results_SE
SE: Generalized strains.
- Type:
bool
- Results_SK
SK: Curvatures.
- Type:
bool
- Results_PEEQ
PEEQ: Equivalent plastic strain.
- Type:
bool
- Results_MISES
MISES: Von Mises equivalent stress.
- Type:
bool
- Results_PRESS
PRESS: Equivalent pressure stress.
- Type:
bool
- AllResults
All: Select/deselect all.
- Type:
bool
- ShellElementResultsControl:
- Results_S
S: Stresses.
- Type:
bool
- Results_E
E: Total strain.
- Type:
bool
- Results_EE
EE: Elastic strain.
- Type:
bool
- Results_PE
PE: Plastic strain.
- Type:
bool
- Results_TE
TE: Thermal strain and temperatures.
- Type:
bool
- Results_CreepE
CE: Creep strain.
- Type:
bool
- Results_CE
CKE: Cracking strain.
- Type:
bool
- Results_SF
SF: Forces.
- Type:
bool
- Results_SM
SM: Moments.
- Type:
bool
- Results_SE
SE: Generalized strains.
- Type:
bool
- Results_SK
SK: Curvatures.
- Type:
bool
- Results_PEEQ
PEEQ: Equivalent plastic strain.
- Type:
bool
- Results_MISES
MISES: Von Mises equivalent stress.
- Type:
bool
- Results_PRESS
PRESS: Equivalent pressure stress.
- Type:
bool
- Results_SP
SP: Principal stresses.
- Type:
bool
- Results_CKEP
CKEP: Principal cracking strains.
- Type:
bool
- Results_EP
EP: Total principal strains.
- Type:
bool
- AllResults
All: Select/deselect all.
- Type:
bool
- ShellDummyElementResultsControl:
- Results_S
S: Stresses.
- Type:
bool
- AllResults
All: Select/deselect all.
- Type:
bool
- SolidElementResultsControl:
- Results_S
S: Stresses.
- Type:
bool
- Results_E
E: Total strain.
- Type:
bool
- Results_EE
EE: Elastic strain.
- Type:
bool
- Results_PE
PE: Plastic strain.
- Type:
bool
- Results_TE
TE: Thermal strain and temperatures.
- Type:
bool
- Results_CreepE
CE: Creep strain.
- Type:
bool
- Results_CE
CKE: Cracking strain.
- Type:
bool
- Results_PEEQ
PEEQ: Equivalent plastic strain.
- Type:
bool
- Results_MISES
MISES: Von Mises equivalent stress.
- Type:
bool
- Results_PRESS
PRESS: Equivalent pressure stress.
- Type:
bool
- Results_SP
SP: Principal stresses.
- Type:
bool
- Results_CKEP
CKEP: Principal cracking strains.
- Type:
bool
- Results_EP
EP: Total principal strains.
- Type:
bool
- AllResults
All: Select/deselect all.
- Type:
bool
- SolverThermalOutput:
- NodeResults
Nodal results: Available nodal results.
- Type:
NodalResultsControl
- TrussElementResults
Truss element results: Available truss element results.
- Type:
TrussElementResultsControl
- BeamElementResults
Beam element results: Available beam element results.
- Type:
BeamElementResultsControl
- ShellElementResults
Shell element results: Available shell element results.
- Type:
ShellElementResultsControl
- ShellDummyElementResults
Shell dummy element results: Available shell dummy element results.
- Type:
ShellDummyElementResultsControl
- SolidElementResults
Solid element results: Available solid element results.
- Type:
SolidElementResultsControl
- ResultsForInitialState
Initial state results: Available results to use t16 for initial state.
- Type:
bool
- SolverSeepageOutput:
- NodeResults
Nodal results: Available nodal results.
- Type:
NodalResultsControl
- TrussElementResults
Truss element results: Available truss element results.
- Type:
TrussElementResultsControl
- BeamElementResults
Beam element results: Available beam element results.
- Type:
BeamElementResultsControl
- ShellElementResults
Shell element results: Available shell element results.
- Type:
ShellElementResultsControl
- ShellDummyElementResults
Shell dummy element results: Available shell dummy element results.
- Type:
ShellDummyElementResultsControl
- SolidElementResults
Solid element results: Available solid element results.
- Type:
SolidElementResultsControl
- ResultsForInitialState
Initial state results: Available results to use t16 for initial state.
- Type:
bool