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Stability behaviour of stiffened curved plates subjected to pure compression
ID Piculin, Sara (Author), ID Može, Primož (Author)

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Abstract
This paper investigates the stability behaviour and load carrying capacity of longitudinally stiffened, transversally curved steel plates under compressive stresses. The behaviour of stiffened, curved plates is a complex problem, especially due to the interaction of curvature, relative stiffness of the stiffeners and initial imperfections. A comprehensive parametric study is presented to investigate the effects of curvature, plate slenderness, size and shape of stiffeners on the ultimate resistance of stiffened curved plates. The aim of the study is to explain the behaviour of such structures and to demonstrate the benefits that can be obtained from bridge decks with curved plates. From the results some important conclusions are drawn regarding the structural behaviour and the positive effects of curvature on the cross-sectional resistance. A study on the influence of geometric imperfections on the load-bearing capacity is presented, which is based on the modification of nodal coordinates by means of sine-shape functions.

Language:English
Work type:Scientific work
Typology:1.01 - Original Scientific Article
Organization:FGG - Faculty of Civil and Geodetic Engineering
Publication status:Published
Publication version:Author Accepted Manuscript
Submitted for review:22.06.2020
Article acceptance date:15.11.2020
Publication date:04.12.2020
Year:2021
Number of pages:Str. 1-17
Numbering:Letn. 159, št. 107313
PID:20.500.12556/RUL-124731 This link opens in a new window
UDC:624.07
ISSN on article:0263-8231
DOI:10.1016/j.tws.2020.107313 This link opens in a new window
COBISS.SI-ID:42017283 This link opens in a new window
Publication date in RUL:13.02.2021
Views:502
Downloads:143
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Record is a part of a journal

Title:Thin-walled structures
Shortened title:Thin-walled struct.
Publisher:Elsevier
ISSN:0263-8231
COBISS.SI-ID:26529536 This link opens in a new window

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:16.11.2022

Projects

Funder:ARRS - Slovenian Research Agency
Project number:P2-0158
Name:Gradbene konstrukcije in gradbena fizika

Funder:EC - European Commission
Project number:RFCS-2015-709782

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