Buckling of Cylindrical Shell Stiffened by Annular Plate Under External Pressure

Tipo de material: Texto

TextoSeries ; In Recent Developments in the Theory of Shells. Springer, Cham., p.251-270, 2019Trabajos contenidos:

Filippov, S. B
Sabaneev, V. S

Tema(s):

CYLINDRICAL SHELL

Recursos en línea:

Para ver el documento ingresa a Google con tu cuenta: @cicy.edu.mx

Resumen: The critical external pressure and buckling modes of a closed circular cylindrical shell joined at an edge with an annular plate are obtained by means of asymptotic methods. Two tipe of buckling, corresponding to narrow and wide rings, are analyzed. In both cases approximate solution of shell equations is represented as a sum of slowly varying functions and edge effect integrals. It is shown that a narrow ring can be considered as circular beam. For a wide ring joined with a cylindrical shell the couple buckling problem in the first approximation is reduced to the eigenvalue problem describing the plate buckling. An approximate solution of the last problem is obtained with the help of the perturbation approach. The asymptotic results are in good agreement with the numerical ones obtained by finite element analysis.

Tags from this library: No tags from this library for this title. Log in to add tags.

Average rating: 0.0 (0 votes)

Holdings
Item type	Current library	Collection	Call number	Status	Date due	Barcode
Documentos solicitados	CICY Documento préstamo interbibliotecario	Ref1	B-17911 (Browse shelf(Opens below))	Available

Browsing CICY shelves, Shelving location: Documento préstamo interbibliotecario, Collection: Ref1 Close shelf browser (Hides shelf browser)

Previous	No cover image available	No cover image available	No cover image available	No cover image available	No cover image available	No cover image available	No cover image available	Next
Previous	B-17909 On optimal archgrids	B-1791 Cellular Elastomers Foams and Method of Production using and Expanding agent Containing a Component Reactive with the Polyamine Chain-Lengthening Agent	B-17910 Cylindrical Shell Model of Helical Type Wire Structures Accounting for Layers' Interaction	B-17911 Buckling of Cylindrical Shell Stiffened by Annular Plate Under External Pressure	B-17912 2D Theory of Shell-like Tensegrity Structures.	B-17913 On Some Recent Discrete-Continuum Approaches to the Solution of Shell Problems.	B-17914 A Composite Wave Model for a Cylindrical Shell	Next

The critical external pressure and buckling modes of a closed circular cylindrical shell joined at an edge with an annular plate are obtained by means of asymptotic methods. Two tipe of buckling, corresponding to narrow and wide rings, are analyzed. In both cases approximate solution of shell equations is represented as a sum of slowly varying functions and edge effect integrals. It is shown that a narrow ring can be considered as circular beam. For a wide ring joined with a cylindrical shell the couple buckling problem in the first approximation is reduced to the eigenvalue problem describing the plate buckling. An approximate solution of the last problem is obtained with the help of the perturbation approach. The asymptotic results are in good agreement with the numerical ones obtained by finite element analysis.

There are no comments on this title.

to post a comment.