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Review article
https://doi.org/10.13167/2015.10.6

PARAMETRIC ANALYSIS OF THE BUCKLING RESISTANCE OF THE SILO STEEL WALL

Davor Skejić ; University of Zagreb, Faculty of Civil Engineering
Marija Cavor ; University of Zagreb, Faculty of Civil Engineering

Fulltext: english, pdf (503 KB) pages 47-57 downloads: 682* cite
APA 6th Edition
Skejić, D. & Cavor, M. (2015). PARAMETRIC ANALYSIS OF THE BUCKLING RESISTANCE OF THE SILO STEEL WALL. Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, 6 (10), 47-57. https://doi.org/10.13167/2015.10.6
MLA 8th Edition
Skejić, Davor and Marija Cavor. "PARAMETRIC ANALYSIS OF THE BUCKLING RESISTANCE OF THE SILO STEEL WALL." Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, vol. 6, no. 10, 2015, pp. 47-57. https://doi.org/10.13167/2015.10.6. Accessed 5 Dec. 2021.
Chicago 17th Edition
Skejić, Davor and Marija Cavor. "PARAMETRIC ANALYSIS OF THE BUCKLING RESISTANCE OF THE SILO STEEL WALL." Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS 6, no. 10 (2015): 47-57. https://doi.org/10.13167/2015.10.6
Harvard
Skejić, D., and Cavor, M. (2015). 'PARAMETRIC ANALYSIS OF THE BUCKLING RESISTANCE OF THE SILO STEEL WALL', Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, 6(10), pp. 47-57. https://doi.org/10.13167/2015.10.6
Vancouver
Skejić D, Cavor M. PARAMETRIC ANALYSIS OF THE BUCKLING RESISTANCE OF THE SILO STEEL WALL. Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS [Internet]. 2015 [cited 2021 December 05];6(10):47-57. https://doi.org/10.13167/2015.10.6
IEEE
D. Skejić and M. Cavor, "PARAMETRIC ANALYSIS OF THE BUCKLING RESISTANCE OF THE SILO STEEL WALL", Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, vol.6, no. 10, pp. 47-57, 2015. [Online]. https://doi.org/10.13167/2015.10.6

Abstracts
The latest final draft amendment EN 1993-4-1:2007/FprA1 brings many changes that will likely soon become valid. In this article, we assess the issue of designing steel silo walls from perspective of the proposed changes related to assessing their buckling resistance. We performed a parametric analysis, comparing the current standard, HRN EN 1993-4-1, to the proposed amendment, EN 1993-4-1:2007/FprA1, accounting for the silo fabrication quality parameter as well as variations in steel quality, wall thickness, and wall curvature radius. Our results show that the proposed amendment more realistically assesses the buckling resistance of steel silo walls. In that way the savings of material and economic benefit can be achieved easily.

Keywords
silo wall; steel; buckling; HRN EN 1993-4-1; EN 1993-4-1:2007/FprA1

Hrčak ID: 140694

URI
https://hrcak.srce.hr/140694

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