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Elasto-plastic buckling of perforated plates under uniaxial compression
Thin-Walled Structures, 2004Abstract The finite element method (FEM) has been employed to determine the elasto-plastic buckling stress of uniaxially loaded square and rectangular plates with circular cutouts. Plates with simply supported edges in the out-of-plane direction and subjected to uniaxial end compression in their longitudinal direction are considered.
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