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Optimum Elastic Restraint for Pressurised Circular Plates
Published online by Cambridge University Press: 04 July 2016
Summary
For uniform-thickness, solid circular plates made of isotropic elastic material and elastically restrained at the edge, expressions are derived for the optimum support stiffness to minimise the following quantities:
1. The largest effective stress based on several different strength theories.
2. The largest effective stress per unit of maximum deflection or per unit volume displaced.
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- Copyright © Royal Aeronautical Society 1963