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Handbook of structural stability. Part 3, Buckling of curved plates and shells /

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.

Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor principal: Gerard, George
Autor Corporativo: United States. National Advisory Committee for Aeronautics
Otros Autores: Becker, Herbert, 1918-
Formato: Documento de Gobierno Electrónico eBook
Idioma:Inglés
Publicado: Washington, D.C. : National Advisory Committee for Aeronautics, [1957]
Colección:Technical note (United States. National Advisory Committee for Aeronautics) ; no. 3783.
Temas:
Acceso en línea:Texto completo

MARC

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100 1 |a Gerard, George. 
245 1 0 |a Handbook of structural stability.  |n Part 3,  |p Buckling of curved plates and shells /  |c George Gerard and Herbert Becker. 
260 |a Washington, D.C. :  |b National Advisory Committee for Aeronautics,  |c [1957] 
300 |a 1 online resource (iii, 154 pages) :  |b illustrations 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
490 1 |a Technical note / National Advisory Committee for Aeronautics ;  |v 3783 
500 |a NACA TN No. 3783. 
504 |a Includes bibliographical references. 
520 3 |a 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. 
520 3 |a 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. 
520 3 |a 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. 
588 0 |a Print version record. 
583 1 |a digitized  |c 2011  |h University of North Texas  |l committed to preserve  |2 pda  |5 TXdn. 
590 |a Knovel  |b ACADEMIC - Aerospace & Radar Technology 
650 0 |a Structural analysis (Engineering) 
650 0 |a Stability. 
650 0 |a Plates (Engineering)  |x Curvature. 
650 0 |a Shells (Engineering)  |x Curvature. 
650 0 |a Buckling (Mechanics) 
650 0 |a Loads (Mechanics) 
650 0 |a Strains and stresses. 
650 6 |a Théorie des constructions. 
650 6 |a Stabilité. 
650 6 |a Flambage (Résistance des matériaux) 
650 6 |a Charges. 
650 6 |a Contraintes (Mécanique) 
650 7 |a structural analysis.  |2 aat 
650 7 |a stability.  |2 aat 
650 7 |a Buckling (Mechanics)  |2 fast 
650 7 |a Loads (Mechanics)  |2 fast 
650 7 |a Stability  |2 fast 
650 7 |a Strains and stresses  |2 fast 
650 7 |a Structural analysis (Engineering)  |2 fast 
700 1 |a Becker, Herbert,  |d 1918- 
710 1 |a United States.  |b National Advisory Committee for Aeronautics. 
776 0 8 |i Print version:  |a Gerard, George.  |t Handbook of structural stability.  |d Washington, D.C. : National Advisory Committee for Aeronautics, [1957]  |w (OCoLC)682898018 
830 0 |a Technical note (United States. National Advisory Committee for Aeronautics) ;  |v no. 3783. 
856 4 0 |u https://appknovel.uam.elogim.com/kn/resources/kpHSSPIII5/toc  |z Texto completo 
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