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Buckling design of axially compressed steel silos on local supports

Arne Jansseune UGent, Jan Belis UGent and Wouter De Corte UGent (2018) STEEL CONSTRUCTION. 11(1). p.10-15
abstract
This paper compares the buckling strengths derived from a validated shell-based FEM model of discretely supported axially compressed silos with the interaction curves given in EN 1993-1-6 for axial compression. The buckling strengths were numerically determined for a wide range of geometries and yield strengths, considering two configuration types of discretely supported steel silos: with engaged columns and partial-height U-shaped longitudinal stiffeners. For these types, remarkably good correspondence was found between the numerical results of discretely supported steel silos and the interaction curves for uniformly compressed cylindrical steel silos, although unconservative in many cases.
Please use this url to cite or link to this publication:
author
organization
year
type
journalArticle (original)
publication status
published
subject
keyword
cylinder, discretely supported, buckling parameters, design rule
journal title
STEEL CONSTRUCTION
volume
11
issue
1
pages
6 pages
ISSN
1867-0539
DOI
10.1002/stco.201810007
language
English
UGent publication?
yes
classification
A2
copyright statement
I have transferred the copyright for this publication to the publisher
id
8549724
handle
http://hdl.handle.net/1854/LU-8549724
alternative location
http://onlinelibrary.wiley.com/doi/10.1002/stco.201810007/full
date created
2018-02-12 15:39:46
date last changed
2018-02-26 10:42:37
@article{8549724,
  abstract     = {This paper compares the buckling strengths derived from a validated shell-based FEM model of discretely supported axially compressed silos with the interaction curves given in EN 1993-1-6 for axial compression. The buckling strengths were numerically determined for a wide range of geometries and yield strengths, considering two configuration types of discretely supported steel silos: with engaged columns and partial-height U-shaped longitudinal stiffeners. For these types, remarkably good correspondence was found between the numerical results of discretely supported steel silos and the interaction curves for uniformly compressed cylindrical steel silos, although unconservative in many cases.},
  author       = {Jansseune, Arne and Belis, Jan and De Corte, Wouter},
  issn         = {1867-0539},
  journal      = {STEEL CONSTRUCTION},
  keyword      = {cylinder,discretely supported,buckling parameters,design rule},
  language     = {eng},
  number       = {1},
  pages        = {10--15},
  title        = {Buckling design of axially compressed steel silos on local supports},
  url          = {http://dx.doi.org/10.1002/stco.201810007},
  volume       = {11},
  year         = {2018},
}

Chicago
Jansseune, Arne, Jan Belis, and Wouter De Corte. 2018. “Buckling Design of Axially Compressed Steel Silos on Local Supports.” Steel Construction 11 (1): 10–15.
APA
Jansseune, A., Belis, J., & De Corte, W. (2018). Buckling design of axially compressed steel silos on local supports. STEEL CONSTRUCTION, 11(1), 10–15.
Vancouver
1.
Jansseune A, Belis J, De Corte W. Buckling design of axially compressed steel silos on local supports. STEEL CONSTRUCTION. 2018;11(1):10–5.
MLA
Jansseune, Arne, Jan Belis, and Wouter De Corte. “Buckling Design of Axially Compressed Steel Silos on Local Supports.” STEEL CONSTRUCTION 11.1 (2018): 10–15. Print.