Theory of Elastic StabilityMcGraw-Hill, 1961 - 541 pagine |
Sommario
Elastic Buckling of Bars and Frames | 46 |
Inelastic Buckling of Bars | 163 |
Experiments and Design Formulas | 185 |
Copyright | |
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acting action angle applied approaches approximate assumed axes axial axis beam becomes begin bending buckling calculated coefficients column compressive force compressive stress consider constant corresponding critical load critical stress critical value cross section curvature curve cylindrical deflection deflection curve determining direction discussed displacements distributed edges effect elastic element ends energy equal equation equilibrium example expression factor formula function given gives hence hinged increase initial lateral length limit material maximum method middle moments obtain occurs plane plate portion positive pressure problem produced proportional quantity ratio represented respect rigidity rotation seen shape shell shown in Fig side simply supported solution strain Substituting surface symmetrical Table taken taking term tion torsion uniform vertical zero