Commit b7bef5d1 authored by Jeremy BLEYER's avatar Jeremy BLEYER

Added beam buckling example

parent 5682d82b
......@@ -156,7 +156,7 @@ real and complex part of the eigenvector)::
# Initialize function and assign eigenvector (renormalize by stiffness matrix)
eigenmode = Function(V,name="Eigenvector "+str(i))
eigenmode.vector()[:] = rx/omega
eigenmode.vector()[:] = rx
The beam analytical solution is obtained using the eigenfrequencies of a clamped
beam in bending given by :math:`\omega_n = \alpha_n^2\sqrt{\dfrac{EI}{\rho S L^4}}`
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