◆ __init__()
def structural_mechanics_prebuckling_analysis.StructuralMechanicsPrebucklingAnalysis.__init__ |
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self, |
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model, |
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project_parameters |
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◆ FinalizeSolutionStep()
def structural_mechanics_prebuckling_analysis.StructuralMechanicsPrebucklingAnalysis.FinalizeSolutionStep |
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This function is overriden to postprocess eigenvalues only every second load step.
Print eigenvalues after every small load increment
◆ Initialize()
def structural_mechanics_prebuckling_analysis.StructuralMechanicsPrebucklingAnalysis.Initialize |
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◆ KeepAdvancingSolutionLoop()
def structural_mechanics_prebuckling_analysis.StructuralMechanicsPrebucklingAnalysis.KeepAdvancingSolutionLoop |
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This function specifies the stopping criteria for breaking the solution loop.
◆ OutputSolutionStep()
def structural_mechanics_prebuckling_analysis.StructuralMechanicsPrebucklingAnalysis.OutputSolutionStep |
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This function is overriden to print output only every second load step.
Print output after every path following load step
◆ RunSolutionLoop()
def structural_mechanics_prebuckling_analysis.StructuralMechanicsPrebucklingAnalysis.RunSolutionLoop |
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Break Solution Loop when Buckling Analysis is converged, or maximum step number is reached.
◆ nsteps
structural_mechanics_prebuckling_analysis.StructuralMechanicsPrebucklingAnalysis.nsteps |
◆ step
structural_mechanics_prebuckling_analysis.StructuralMechanicsPrebucklingAnalysis.step |
◆ time
structural_mechanics_prebuckling_analysis.StructuralMechanicsPrebucklingAnalysis.time |
The documentation for this class was generated from the following file: