Applying Constraints
Define two segments to apply constraints on the beam at the wall. Constrain the web in all directions, and the flanges in the normal direction only.
Stress analyses require the solid part to be fully constrained to prevent rigid body motions. Constraining the part so as to prevent any potential motion is essential for obtaining a numerical solution for displacements and stress throughout the structure.
When analyzing the computed stress distribution, examine the stress away from areas that are constrained in all degrees of freedom, as results in these areas may not give an accurate representation of the physical problem.
Constraining the beam wall end in all degrees of freedom would result in high stress concentrations at the flanges, that deviate from the maximum stress predicted by Euler-Bernoulli beam theory. To have a more accurate representation of the stress distribution at the flanges, constrain the web in all degrees of freedom, and the flanges in the axial direction only.
- Create a surface segment and rename it to Web Constraint.
-
Edit the
Web Constraint segment node and set the following properties:
Property Setting Surfaces wall side - web Type Constraint
- Create a surface segment and rename it to Flanges Constraint.
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Edit the
Flanges Constraint segment node and set the following properties:
Property Setting Surfaces wall side - lower flange wall side - upper flange Type Constraint
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Select the
Normal Displacement.
node and set
Method to
By default, the Normal Displacement value is set to zero.
The part is now fully constrained.
- Save the simulation.