Search for: [Abstract = "This study investigates the inelastic stability of a thin flat rectangular isotropic plate subjected to uniform uniaxial compressive loads using Taylor\-Maclaurin series formulated deflection function. The plate has clamped and simply supported edges in both characteristic directions \(CCSS boundary conditions\). The governing equation is derived using a deformation plasticity theory and a work principle. Values of the plate buckling coefficient are calculated for aspect ratios from 0.1 to 2.0 at intervals of 0.1."]

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