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Experimental and numerical analysis of stiffened curved plates as bottom flanges of steel bridges
ID
Piculin, Sara
(
Author
),
ID
Može, Primož
(
Author
)
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https://doi.org/10.1016/j.jcsr.2019.105822
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Abstract
This paper deals with the experimental and numerical evaluation of the buckling behaviour and ultimate resistance of stiffened transversally curved panels subjected to uniform axial compression. Furthermore, a verification procedure for curved stiffened panels is proposed that gives a good estimation of the maximum loads obtained from experimental and numerical tests. The procedure is in line with the design methodology of EN 1993-1-5, accounting also for panel curvature. Nine large-scale tests were performed on longitudinally and transversally stiffened plates made of high strength steel, namely S500 and S700. They were subjected to compressive stresses up to collapse. The nine specimens comprised of flat and curved plates that differed in material grade and geometric parameters, such as panel thickness, aspect ratio, size and shape of stiffeners. The effects of different parameters on the plate's resistance to pure compression are discussed. Moreover, a numerical model built in the general-purpose code ABAQUS is presented and verified against the test results regarding initial stiffness, ultimate resistance and failure mode. Numerical simulations (FEA), based on the test panel geometry, the measured initial geometric imperfections and elasto-plastic material characteristics from tensile tests, demonstrate very good agreement with experimental results.
Language:
English
Keywords:
stiffened curved plates
,
experimental investigation
,
FEM
,
initial imperfections
,
steel bridges
,
uniform compression
,
civil engineering
,
engineering structures
Work type:
Scientific work
Typology:
1.01 - Original Scientific Article
Organization:
FGG - Faculty of Civil and Geodetic Engineering
Publication status:
In print
Publication version:
Version of Record
Year:
2020
Number of pages:
Str. 1-19
Numbering:
Letn. 164
PID:
20.500.12556/RUL-114376
UDC:
624.04
ISSN on article:
0143-974X
DOI:
10.1016/j.jcsr.2019.105822
COBISS.SI-ID:
8964193
Publication date in RUL:
24.02.2020
Views:
1999
Downloads:
219
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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:
24.02.2020
Secondary language
Language:
Slovenian
Keywords:
ojačane ukrivljene pločevine
,
eksperimentalne preiskave
,
MKE
,
začetne nepopolnosti
,
jekleni mostovi
,
tlačne napetosti
,
gradbeništvo
,
gradbene konstrukcije
Projects
Funder:
EC - European Commission
Project number:
RFCS-2015-709782
Name:
OUTBURST
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