Handbook of structural stability: Part 3 Buckling of curved plates and shells
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Format: | Regierungsdokument E-Book |
Sprache: | Englisch |
Veröffentlicht: |
Washington, D.C.
National Advisory Committee for Aeronautics
[1957]
|
Schriftenreihe: | Technical note / National Advisory Committee for Aeronautics
3783 |
Links: | https://app.knovel.com/hotlink/toc/id:kpHSSPIII5/handbook-of-structural?kpromoter=marc |
Abstract: | 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. |
Beschreibung: | NACA TN No. 3783. |
Umfang: | 1 Online-Ressource (iii, 154 Seiten) Illustrationen |
ISBN: | 1680156284 9781680156287 |
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245 | 1 | 0 | |a Handbook of structural stability |n Part 3 |p Buckling of curved plates and shells |c George Gerard and Herbert Becker |
264 | 1 | |a Washington, D.C. |b National Advisory Committee for Aeronautics |c [1957] | |
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490 | 1 | |a Technical note / National Advisory Committee for Aeronautics |v 3783 | |
500 | |a NACA TN No. 3783. | ||
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. | |
700 | 1 | |a Becker, Herbert |d 1918- | |
966 | 4 | 0 | |l DE-91 |p ZDB-10-ARA |q TUM_PDA_ARA |u https://app.knovel.com/hotlink/toc/id:kpHSSPIII5/handbook-of-structural?kpromoter=marc |3 Volltext |
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illustrated | Illustrated |
indexdate | 2025-03-03T13:03:35Z |
institution | BVB |
isbn | 1680156284 9781680156287 |
language | English |
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physical | 1 Online-Ressource (iii, 154 Seiten) Illustrationen |
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publishDate | 1957 |
publishDateSearch | 1957 |
publishDateSort | 1957 |
publisher | National Advisory Committee for Aeronautics |
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series2 | Technical note / National Advisory Committee for Aeronautics |
spelling | Gerard, George Handbook of structural stability Part 3 Buckling of curved plates and shells George Gerard and Herbert Becker Washington, D.C. National Advisory Committee for Aeronautics [1957] 1 Online-Ressource (iii, 154 Seiten) Illustrationen txt c cr Technical note / National Advisory Committee for Aeronautics 3783 NACA TN No. 3783. 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. Becker, Herbert 1918- |
spellingShingle | Gerard, George Handbook of structural stability |
title | Handbook of structural stability |
title_auth | Handbook of structural stability |
title_exact_search | Handbook of structural stability |
title_full | Handbook of structural stability Part 3 Buckling of curved plates and shells George Gerard and Herbert Becker |
title_fullStr | Handbook of structural stability Part 3 Buckling of curved plates and shells George Gerard and Herbert Becker |
title_full_unstemmed | Handbook of structural stability Part 3 Buckling of curved plates and shells George Gerard and Herbert Becker |
title_short | Handbook of structural stability |
title_sort | handbook of structural stability buckling of curved plates and shells |
work_keys_str_mv | AT gerardgeorge handbookofstructuralstabilitypart3 AT beckerherbert handbookofstructuralstabilitypart3 |