Abstract
In this paper the fundamental differential equations for bending states of cylindrical shells are derived in terms of stress function. These equations have the same accuracy as Flugge's equations. We can give the solutions simply with these equations, especially for a problem whose boundary conditions are given in terms of stress components. The local stresses by radial loading are calculated as a specific application. We obtained a good agreement with the results calculated by Bijlaard.
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More From: Transactions of the Japan Society of Mechanical Engineers
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