Handbook of structural stability
Buckling of flat plates
by George Gerard
The various factors governing buckling of flat plates are critically reviewed and the results are summarized in a comprehensive series of charts and tables. Numerical values are presented for buckling coefficients of flat plates with various boundary conditions and applied loadings. The effects of plasticity are incorporated in non dimensional buckling charts utilizing the three-parameter description of stress-strain curves.
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Subjects
Structural analysis (Engineering), Stability, Plates (Engineering), Curvature, Shells (Engineering), Buckling (Mechanics), Loads (Mechanics), Strains and stresses, Théorie des constructions, Stabilité, Flambage (Résistance des matériaux), Charges, Contraintes (Mécanique), Structural analysisShowing 4 featured editions. View all 4 editions?
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1
Handbook of structural stability: Failure of plates and composite elements
1957, National Advisory Committee for Aeronautics
in English
1680156292 9781680156294
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2
Handbook of structural stability: Buckling of flat plates
1957, National Advisory Committee for Aeronautics
in English
1680156268 9781680156263
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3
Handbook of structural stability: Compressive strength of flat stiffened panels
1957, National Advisory Committee for Aeronautics
in English
1680156306 9781680156300
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4
Handbook of structural stability: Buckling of curved plates and shells
1957, National Advisory Committee for Aeronautics
in English
1680156284 9781680156287
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Book Details
Edition Notes
NACA TN No. 3781.
Includes bibliographical references.
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Available theories and test data on buckling of curved plates and shells are reviewed. For torsion and external-pressure loadings, the test data are correlated in terms of linear buckling theories for both the elastic and inelastic ranges.
The cases which exhibit a marked disagreement between linear theory and test data include those of curved plates and cylinders under axial compression, cylinders under bending, and spherical plates under external pressure. These cases have been analyzed by a unified semiempirical approach for both the elastic and inelastic ranges which is satisfactory for analysis and design purposes.
The effects of internal pressure on buckling of elements under uniaxial loads are discussed and data on various combined loadings are presented in interaction form.
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