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Ultimate resistance of longitudinally stiffened curved plates subjected to pure compression : [No.] 106616
ID
Piculin, Sara
(
Author
),
ID
Može, Primož
(
Author
)
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Abstract
Design guidelines are proposed for the calculation of the ultimate resistance of longitudinally stiffened, transversally curved plates subjected to uniform compression. They represent internal plated members of box-girders. The proposed method is in accordance with the Eurocode formalism and follows the effective width concept from EN 1993-1-5. The latter strongly underestimates the resistance of stiffened, curved plates. Therefore, the new method extends the scope of the current European standards from flat to curved plates. A general form of the buckling coefficient is derived for orthotropic shell buckling, which is consistent with the solution for orthotropic buckling of plates according to Annex A, EN 1993-1-5. The method presented combines the new equation with the existing design proposals for unstiffened curved panels from the literature and the current design rules for flat plated structures according to EN 1993-1-5. The method is compared with numerical results on simply supported, cylindrically curved panels stiffened with trapezoidal longitudinal stiffeners, where the longitudinal edges are unconstrained and loaded edges are constrained, and a good correlation is achieved.
Language:
English
Keywords:
civil engineering structures
,
stiffened curved plates
,
box-girder bridges
,
design resistance
,
uniform compression effective width concept
Work type:
Scientific work
Typology:
1.01 - Original Scientific Article
Organization:
FGG - Faculty of Civil and Geodetic Engineering
Publication status:
Published
Publication version:
Version of Record
Submitted for review:
06.12.2020
Article acceptance date:
26.02.2021
Publication date:
10.03.2021
Year:
2021
Number of pages:
Str. 1-19
Numbering:
Letn. 181
PID:
20.500.12556/RUL-127238
UDC:
624.014.2:624.042.7
ISSN on article:
0143-974X
DOI:
10.1016/j.jcsr.2021.106616
COBISS.SI-ID:
55159299
Publication date in RUL:
27.05.2021
Views:
2059
Downloads:
48
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Record is a part of a journal
Title:
Journal of constructional steel research
Shortened title:
J. Constr. steel res.
Publisher:
Elsevier Science
ISSN:
0143-974X
COBISS.SI-ID:
1326341
Licences
License:
CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Link:
http://creativecommons.org/licenses/by-nc-nd/4.0/
Description:
The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.
Licensing start date:
26.02.2021
Secondary language
Language:
Slovenian
Keywords:
gradbene konstrukcije
,
ojačane ukrivljene pločevine
,
mostovi s škatlastim nosilcem
,
projektna nosilnost
,
enakomerni tlak
,
koncept sodelujoče širine
Projects
Funder:
EC - European Commission
Funder:
ARRS - Slovenian Research Agency
Project number:
P2-0158
Name:
Gradbene konstrukcije in gradbena fizika
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