Solve for several vibrational modes of the BracketTwoHoles
geometry.
The equations of elasticity have three components. Therefore, create a PDE model that has three components. Import and view the BracketTwoHoles
geometry.
Set F1, the rear face, to have zero deflection.
Set the model coefficients to represent a steel bracket. For details, see Linear Elasticity Equations. When specifying the f
-coefficient, assume that all body forces are zero.
Find the eigenvalues up to 1e7
.
Mesh the model and solve the eigenvalue problem.
Basis= 10, Time= 1.73, New conv eig= 0
Basis= 11, Time= 1.76, New conv eig= 0
Basis= 12, Time= 1.77, New conv eig= 0
Basis= 13, Time= 1.79, New conv eig= 0
Basis= 14, Time= 1.82, New conv eig= 1
Basis= 15, Time= 1.83, New conv eig= 2
Basis= 16, Time= 1.85, New conv eig= 2
Basis= 17, Time= 1.87, New conv eig= 2
Basis= 18, Time= 1.90, New conv eig= 2
Basis= 19, Time= 1.93, New conv eig= 5
End of sweep: Basis= 19, Time= 1.93, New conv eig= 5
Basis= 15, Time= 2.12, New conv eig= 0
End of sweep: Basis= 15, Time= 2.14, New conv eig= 0
How many results did solvepdeeig
return?
Plot the solution on the geometry boundary for the lowest eigenvalue.
Plot the solution for the highest eigenvalue.