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A review of the theory and methods for determining dynamic pulse buckling of cylindrical shells / Neil G. Pegg ; approved by L.J. Leggat. : D68-21/23-1989E-PDF

"A review of theoretical developments in predicting the buckling response of cylinders subject to impulsive loads is presented. Most of this theory deals with axisymmetric, radial impulses on cylinders. The development of solutions for the critical modes and loading magnitudes which produce excessive growth of displacements are reviewed. Existing theories cover the specific cases of either entirely elastic or entirely plastic material behaviour for infinite length and short cylindrical shells. The resultant theories are applied to various shell geometries to investigate influencial parameters. A review of numerical finite element and finite difference studies which investigate dynamic pulse buckling is also given. The requirements to examine dynamic buckling of more complex structures such as ring stiffened cylinders are discussed"--Abstract, page ii.

Lien permanent pour cette publication :
publications.gc.ca/pub?id=9.943031&sl=1

Renseignements sur la publication
Ministère/Organisme
  • Defence Research Establishment Atlantic, issuing body.
TitreA review of the theory and methods for determining dynamic pulse buckling of cylindrical shells / Neil G. Pegg ; approved by L.J. Leggat.
Titre de la série
  • Technical memorandum ; 89/222
Type de publicationMonographie - Voir l'enregistrement principal
Langue[Anglais]
FormatTexte numérique
Document électronique
Note(s)
  • Digitized edition from print [produced by Defence Research and Development Canada].
  • Includes bibliographical references (pages 73-75).
  • Includes abstracts in English and French.
Information sur la publication
  • [Dartmouth, N.S.] : National Defence, Research and Development Branch, Defence Research Establishment Atlantic, September 1989.
Auteur / Contributeur
  • Pegg, Neil G., author.
Description1 online resource (ix, 78 pages) : illustrations, graphs.
Numéro de catalogue
  • D68-21/23-1989E-PDF
Descripteurs
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