Defining the Adaptive Time-Step
In non-linear structural mechanics the required time-step size may change over the course of the simulation due to the non-linear nature of the problem. To solve non-linear problems efficiently an automatic adaptive time-step size control may be required.
- Right-click the Select Models... node and select
- In the Structure Model Selection Window select the Adaptive Time-Step model from the Optional Models group and click Close.
- Right-click the node and select .
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Rename the Solid Stress node to Target
Displacement.
By default this time-step provider monitors displacement change in the simulation. As the displacement change is a varying field a norm value is calculated which enable you to compare the field to the reference value specified. For this simulation the Norm Type is set to Max Norm, which means that the reference value is being compared to the maximum component of the displacement change field.
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Select the
node and set the following properties:
Properties Value Control Method Target Control - Linear Target Value ${LeafletThicknessReport}/2 -
Select the
node and set the following properties:
Node Properties Value Adaptive Time-Step Initial Time-Step Option Maximum Minimum Time-Step ${PeriodReport}/100000 Time-Step Change Factor Bound Option Enabled Time-Step Change Factor Bound
Minimum Change Factor 0.25 Maximum Change Factor 1.5 To fully define the adaptive time-step, the solver needs the initial time-step, the minimum time-step, and the maximum and minimum factors by which the time-step is allowed to change between each successive step. By setting the Initial Time-Step Option to Maximum, the solver takes the time-step defined in the Implicit Unsteady solver as the initial value. The minimum time-step is defined as 100000 times smaller than the period of the simulation.
- Select the ${PeriodReport}/200. node and set Time-Step to
- Save the simulation.