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Elastic Buckling of Straight Columns
Inelastic Buckling of Straight Columns
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analysis angle applied approximate aspect ratio assumed assumption axial load axis beam bending boundary conditions buckling load buckling problem buckling strength calculus of variations center of shear Chap chord Chwalla clamped coefficient column curve compression members compressive stress computed considered constant critical load critical stress ac cross section defined derived determined differential equation discussed displacement effect elastic limit equilibrium Euler's formula expression factor of safety flange formula framework half waves hull plating inelastic range inertia investigation length linear loaded columns longitudinal compression membrane stresses modulus NACA Tech normal load normal pressure obtain panels parameter plane plate factor potential energy proportional limit rectangular plates Ritz method rotation shearing stresses shown in Fig slenderness ratio solution stability condition stability problem steel strain energy stress-strain structure symmetric Table tangent-modulus tests Timoshenko tion trusses unloaded edges unstable valid values width yield point zero