Access the full text.
Sign up today, get DeepDyve free for 14 days.
(2016)
Length effects in the buckling of imperfect axially compressed cylinders
(2004)
Cylindrical shells under uniform external pressure. Buckling of thin metal shells
A. Sadowski, J. Rotter (2013)
Solid or shell finite elements to model thick cylindrical tubes and shells under global bendingInternational Journal of Mechanical Sciences, 74
D. Brush, B. Almroth, J. Hutchinson (1975)
Buckling of Bars, Plates and Shells
S. Karamanos (2002)
Bending instabilities of elastic tubesInternational Journal of Solids and Structures, 39
J. Teng, Cy Song (2001)
Numerical models for nonlinear analysis of elastic shells with eigenmode-affine imperfectionsInternational Journal of Solids and Structures, 38
J. Rotter, J. Teng (1989)
Elastic Stability of Cylindrical Shells with Weld DepressionsJournal of Structural Engineering-asce, 115
P. Seide, V. Weingarten (1961)
On the Buckling of Circular Cylindrical Shells Under Pure BendingJournal of Applied Mechanics, 28
L. Brazier (1927)
ON THE FLEXURE OF THIN CYLINDRICAL SHELLS AND OTHER SECTIONProceedings of The Royal Society A: Mathematical, Physical and Engineering Sciences, 116
(2004)
Cylindrical shells under axial compression. Buckling of thin metal shells
L. Brazier (2017)
On the Flexure of Thin Cylindrical Shells and other “ Thin" Sections.
O. Fajuyitan, A. Sadowski, M. Wadee, J. Rotter (2018)
Nonlinear behaviour of short elastic cylindrical shells under global bendingThin-walled Structures, 124
J. Teng, J. Rotter (2004)
Cylindrical shells under non-uniform external pressure
(1983)
Theory of shell
G. Hunt, G. Lord, M. Peletier (2003)
Cylindrical shell buckling: a characterization of localization and periodicitySigmod Record
Cy Song, J. Teng, J. Rotter (2004)
IMPERFECTION SENSITIVITY OF THIN ELASTIC CYLINDRICAL SHELLS SUBJECT TO PARTIAL AXIAL COMPRESSIONInternational Journal of Solids and Structures, 41
P. Berry, J. Rotter, R. Bridge (2000)
Compression tests on cylinders with circumferential weld depressionsJournal of Engineering Mechanics-asce, 126
H. Schmidt, T. A. Winterstetter (2004)
Buckling of thin metal shells
G. Lord, A. Champneys, G. Hunt (1997)
Computation of localized post buckling in long axially compressed cylindrical shellsPhilosophical Transactions of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences, 355
J. Teng, J. Rotter (2004)
Cylindrical shells under torsional and transverse shear
(2014)
ABAQUS version 6.14 theory manual
A. Sadowski, O. Fajuyitan, J. Rotter (2015)
A Study of Imperfect Cylindrical Steel Tubes under Global Bending and Varying Support Conditions
J. Teng, J. Rotter (2004)
Cylindrical shells under axial compression
(1993)
Design of steel structures -Part 1-6: strength and stability of shell structures
W. Koiter (1970)
THE STABILITY OF ELASTIC EQUILIBRIUM
Long-Yuan Li, R. Kettle (2002)
Nonlinear bending response and buckling of ring-stiffened cylindrical shells under pure bendingInternational Journal of Solids and Structures, 39
M. Pircher, P. Berry, X. Ding, R. Bridge (2001)
The shape of circumferential weld-induced imperfections in thin-walled steel silos and tanksThin-walled Structures, 39
By Donnell (1934)
Stability of Thin-Walled Tubes Under TorsionJournal of Fluids Engineering
(2007)
EN 1993 - 1 - 6 , Eurocode 3 : Design of steel structures – Part 1 – 6 : strength and stability of shell structures
八巻 昇 (1984)
Elastic stability of circular cylindrical shells
J. Rotter, A. Sadowski, Lei Chen (2014)
Nonlinear stability of thin elastic cylinders of different length under global bendingInternational Journal of Solids and Structures, 51
E. Riks (1979)
An incremental approach to the solution of snapping and buckling problemsInternational Journal of Solids and Structures, 15
Keywords: rotational restraint; very short cylinders; uniform bending
V. Novozhilov, J. Radok (1959)
The theory of thin shells
The length‐dependent behaviour domains of thin elastic cylindrical shells under uniform bending have recently received significant research attention. Ovalization is known to affect very long cylinders that undergo significant cross‐sectional flattening before failing by local buckling. This effect is restrained by the end boundary conditions in shorter cylinders, which instead fail by local buckling at moments close to the classical analytical prediction. In very short cylinders, however, even this local buckling is restrained by the end boundary, and failure occurs instead through the development of a destabilizing meridional fold on the compressed side. Although this is a limit point instability under bending, ovalization does not play any role at all. This ‘very short’ length domain has only recently been explored for the first time with the aid of finite element modelling.
Steel Construction: Design and Research – Wiley
Published: Aug 1, 2017
Keywords: ; ; ; ;
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.