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Test case, dynamic beam
The purpose of this test case is to verify that
the simulation model is second order accurate for the general alpha time
integration applied on a dynamic beam (balance between inertia and
bending/normal forces). Standing flexural waves of a beam have been computed
numerically. Comparisons are made with the analytically calculated exact
frequencies and displacements of the oscillation. The numerical calculation was
done for a beam fixed at one end and oscillating in the lower frequency
modes.
Click on graph below to start animation.
The relative strain and kinetic energies for
one period of an oscillation are presented below
The relative error norm versus no of spatial
grid divisions is presented below verifying second order error decay.
Beam with material damping
With a “low” material damping, the total
energy decay of an oscillating beam may be computed. The energies are computed
by the simulation program and compared with the exact energy decay.