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Buckling of simply supported plate assemblies subject to shear loading (1985)

Williams, F. W. ; Anderson, M. S.

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Publication Date: 2011-08-19

Description: An analysis is presented of the shear buckling load of an arbitrary simply-supported prismatic plate assembly or stiffened panel configuration. The method utilizes stiffness matrices developed by Wittrick (1968). For the restraint of simple support along edges perpendicular to the longitudinal direction, various wavelengths of response are combined using an energy method that involves only a boundary integral. Numerical results for plate and panel configurations show the accuracy and convergence of the method.

Keywords: STRUCTURAL MECHANICS

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