Abstract:The paper deals with elastic buckling of plates, having warping and elastically\ud
restrained against torsion supports, under uniaxial compression. The minimum\ud
energy principle is applied, regarding the isolated plate as part of an infinitely\ud
wide stiffened panel, reinforced by longitudinal stiffeners and transverse beams,\ud
despite of classical solutions, where two coupled transcendental equations are\ud
solved. The displacement field is developed into double sine trigonometric series\ud
and the soluti… Show more
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