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Numerical recalculation of experimental tests on diagonally stiffened steel I-girders
ID
Zoubek, Sara
(
Author
),
ID
Ljubinković, Filip
(
Author
),
ID
Martins, João Pedro
(
Author
)
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https://onlinelibrary.wiley.com/doi/10.1002/cepa.70231
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Abstract
This paper presents a preliminary numerical study aimed at replicating and extending an experimental investigation on diagonally stiffened steel I-girders predominantly subjected to shear. The numerical models were developed to correspond to the experimental specimens: one model representing a reference I-girder without diagonal stiffeners, and another model incorporating a welded diagonal stiffener. This stiffener was placed along the diagonal of the girder web to enhance stability and load-carrying capacity under shear. The primary objectives of this numerical study are: i) to quantitatively assess the shear capacity of diagonally stiffened I-girders under varying stiffening strategies, and ii) to evaluate the accuracy and consistency of existing analytical methods for predicting the shear resistance of these girders. The numerical model is validated against the experimental data, forming the basis for a wider parametric study to be undertaken in the near future by the authors. This parametric investigation will explore a broader range of geometries, material properties, and stiffening configurations, with the ultimate goal of developing an analytical formulation capable of accurately predicting the ultimate strength of diagonally stiffened girders under shear.
Language:
English
Keywords:
civil engineering
,
numerical recalculation
,
diagonally stiffened girder
,
shear resistance
Work type:
Article
Typology:
1.08 - Published Scientific Conference Contribution
Organization:
FGG - Faculty of Civil and Geodetic Engineering
Publication status:
Published
Publication version:
Version of Record
Year:
2025
Number of pages:
Str. 1319-1324
Numbering:
Vol. 8, no. 6
PID:
20.500.12556/RUL-187342
UDC:
624.014
ISSN on article:
2509-7075
DOI:
10.1002/cepa.70231
COBISS.SI-ID:
285718531
Publication date in RUL:
10.09.2026
Views:
192
Downloads:
113
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Record is a part of a proceedings
Title:
SDSS 2025
COBISS.SI-ID:
265872387
Record is a part of a journal
Title:
ce/papers
Publisher:
Wiley
ISSN:
2509-7075
COBISS.SI-ID:
8145761
Licences
License:
CC BY 4.0, Creative Commons Attribution 4.0 International
Link:
http://creativecommons.org/licenses/by/4.0/
Description:
This is the standard Creative Commons license that gives others maximum freedom to do what they want with the work as long as they credit the author.
Secondary language
Language:
Slovenian
Keywords:
gradbeništvo
,
numerična simulacija
,
diagonalno ojačan nosilec
,
strižna odpornost
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