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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
Performance of structural stainless steel following a fire
Abstract
Stainless steel offers excellent mechanical properties as well as corrosion resistance and performs better in a fire compared to carbon steel in that it retains its strength and stiffness for a longer duration. The current paper is focussed on the post-fire condition, which has received limited attention to date from the research community. The motivation for the work is to show that stainless steel elements that have been exposed to fire can be re-instated with minimal additional costs in a short time frame. The paper proceeds with a description of recent material tests into the residual properties of grade 1.4301 austenitic stainless steel, following exposure to elevated temperature. Two different types of test were conducted and these are described. Firstly, a series of tensile tests were completed on coupons taken from a loaded stainless steel beam previously examined under fire conditions. Secondly, a set of virgin coupons (i.e. which have not been previously heated or tested) were exposed to different levels of elevated temperature and cooling procedures. This is with a view to understanding the ability of structural elements made from this material to survive a fire and continue in service. The results are employed along with other data obtained from the literature to conduct a detailed study into the design considerations. The collected data includes information on the proof and ultimate strengths, ultimate strain and Young's modulus and the extent to which these are affected following the occurrence of a fire. The study is done for ferritic, austenitic and duplex stainless steel.By focusing on the effect of a fire on the mechanical properties after cooling using a statistical approach, safety factors are proposed together with a reduced reliability index based on economic and social considerations.