- #1
thadman
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I have picked up "Roark's Formulas for Stress and Strain" and "Mechanical Vibrations" and have been unable to reach resolution on a particular problem.
I am interested in the behavior of a uniform cylindrical shell (cylinder diameter >> wall thickness) rigidly clamped at both ends wherein uniform radial pressure is applied over the surface area of the cylinder.
How can I calculate the compliance and modal pattern of such an arrangement?
Thanks,
Thadman
I am interested in the behavior of a uniform cylindrical shell (cylinder diameter >> wall thickness) rigidly clamped at both ends wherein uniform radial pressure is applied over the surface area of the cylinder.
How can I calculate the compliance and modal pattern of such an arrangement?
Thanks,
Thadman