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| Naji, M. |
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| Motta, Antonella |
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| Aletan, Dirar |
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| Mohamed, Tarek |
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| Ertürk, Emre |
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| Taccardi, Nicola |
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| Kononenko, Denys |
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| Petrov, R. H. | Madrid |
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| Alshaaer, Mazen | Brussels |
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| Bih, L. |
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| Casati, R. |
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| Muller, Hermance |
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| Kočí, Jan | Prague |
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| Šuljagić, Marija |
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| Kalteremidou, Kalliopi-Artemi | Brussels |
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| Azam, Siraj |
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| Ospanova, Alyiya |
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| Blanpain, Bart |
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| Ali, M. A. |
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| Popa, V. |
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| Rančić, M. |
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| Ollier, Nadège |
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| Azevedo, Nuno Monteiro |
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| Landes, Michael |
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| Rignanese, Gian-Marco |
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Rossi, Barbara
University of Verona
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (44/44 displayed)
- 2023Performance of structural stainless steel following a firecitations
- 2023Design procedures for cold-formed stainless steel built-up columns assembled from equal-leg anglescitations
- 2021Performance of structural stainless steel following a firecitations
- 2021Buckling of stainless steel welded I-section columnscitations
- 2021Behaviour of duplex stainless steel bolted connectionscitations
- 2021Buckling of stainless steel welded I-section columns citations
- 2020Photonic glass ceramics based on SnO 2 nanocrystals: advances and perspectivescitations
- 2020Photonic glass ceramics based on SnO2 nanocrystals: advances and perspectivescitations
- 2020Photonic glass ceramics based on SnO2 nanocrystals: advances and perspectivescitations
- 2020Behaviour of stainless steel plain channel section columnscitations
- 2019SiO2-SnO2 Photonic Glass-Ceramicscitations
- 2019Shear resistance of headed shear studs welded on welded plates in composite floorscitations
- 2019SiO 2 -SnO 2 photonic glass-ceramicscitations
- 2019SnO2:Er 3+ Glass-Ceramic Monoliths
- 2019SiO2-SnO2 transparent glass-ceramics activated by rare earth ionscitations
- 2017Microstructural and edge-quality effects on the fatigue performance of high strength steels
- 2016Lateral torsional buckling behaviour of welded lean duplex stainless steel I section beams
- 2016Shear buckling of lean duplex stainless steel plate girders with non-rigid end posts
- 2015Behaviour of structural stainless steel cross-sections under combined loading – Part I: Experimental studycitations
- 2014Discussion on the use of stainless steel in constructions in view of sustainabilitycitations
- 2013Strength enhancements in cold-formed structural sections. Part II: Predictive modelscitations
- 2013Strength enhancements in cold-formed structural sections. Part I: Material testingcitations
- 2013Generalized multistage mechanical model for nonlinear metallic materialscitations
- 2013Strength enhancements in cold-formed structural sections — Part I: Material testingcitations
- 2013Numerical simulation of the Roll forming of thin-walled sections and evaluation of corner strength enhancementcitations
- 2013Experimental investigation on ferritic stainless steel columns in firecitations
- 2013Cyclodextrin-complexation effects on the low-frequency vibrational dynamics of ibuprofen by combined inelastic light and neutron scattering experimentscitations
- 2013Carrying capacity of stainless steel columns in the low slenderness range.citations
- 2012Carrying capacity of stainless steel columns in the low slenderness rangecitations
- 2012Stainless steel in structures in view of sustainability
- 2011Recent research into thin-walled ferritic stainless steel profiles
- 2011Extension of the Direct strength method to hot-rolled profiles cross-sections
- 2011Experimental investigations of the material behavior of Ti6Al4V titanium alloy
- 2011Effects of the roll forming process on the mechanical properties of thin-walled sections made of non linear metallic materials
- 2010Sustainable steel constructions – Life-cycle inventory, methods and applications
- 2010Mechanical behavior of ferritic grade 3Cr12 stainless steel-Part 1: Experimental investigations.citations
- 2010Mechanical behavior of ferritic grade 3Cr12 stainless steel-Part 2: Yield locus and hardening lawscitations
- 2010Life cycle inventory of stainless steel – A review of challenges, methods and applications.
- 2009Enhanced mechanical properties after cold process of fabrication of non-linear metallic profilescitations
- 2008Mechanical properties, residual stresses and structural behavior of thin-walled stainless steel profiles
- 2008Anti-selectin therapy for the treatment of inflammatory diseases.citations
- 2007Micro and macro investigation on the hardening of a titanium alloy
- 2006The Src family kinases Hck and Fgr are dispensable for inside-out, chemoattractant-induced signaling regulating beta 2 integrin affinity and valency in neutrophils, but are required for beta 2 integrin-mediated outside-in signaling involved in sustained adhesioncitations
- 2006The Src family kinases Hck and Fgr are dispensable for inside-out, chemoattractant-induced signaling regulating beta 2 integrin affinity and valency in neutrophils, but are required for beta 2 integrin-mediated outside-in signaling involved in sustained adhesion.citations
Places of action
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article
Buckling of stainless steel welded I-section columns
Abstract
<p>This paper studies the buckling behaviour and design of welded I-section stainless steel columns. Experimental and numerical structural performance data together with the design methods for stainless steel welded I-section columns available in the literature have been collated and reviewed. A numerical modelling programme including validation and parametric studies has been carried out to supplement the literature experimental and numerical data for the assessment of the existing codified and literature proposed flexural buckling design formulations for stainless steel welded I-section columns. Columns of austenitic, duplex and ferritic stainless steel grades undergoing major axis and minor axis flexural buckling have been investigated. From comparisons with the EN 1993–1-4 (EC3) flexural buckling capacity predictions, it was found that (1) for the austenitic welded I-section columns, the EC3 buckling curve (α = 0.76 and λ¯<sub>0</sub> = 0.2) is suitable for both axes, (2) for the duplex and ferritic grades, the EC3 buckling curve (α = 0.76 and λ¯<sub>0</sub> = 0.2) is conservative, and a higher buckling curve with (i) α = 0.49 and λ¯<sub>0</sub> = 0.2 for both axes or (ii) α = 0.49 and λ¯<sub>0</sub> = 0.2 for minor axis and α = 0.34 and λ¯<sub>0</sub> = 0.2 for major axis may be adopted. In addition, comparisons with the recently proposed Continuous Strength Method showed marginally improved strength predictions but with slightly higher scatter.</p>