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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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Theofanous, Marios
University of Birmingham
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (24/24 displayed)
- 2023A triaxiality‐dependent fracture model for hot‐rolled sections made of S355 steel
- 2023Comparative study on fracture characteristics of carbon and stainless steel bolt materialcitations
- 2022Numerical modelling of stainless steel bolted T-stubs in tensioncitations
- 2022Numerical simulation and design of ferritic stainless steel bolted T-stubs in tensioncitations
- 2021Design of stainless steel cross-sections with outstand elements under stress gradientscitations
- 2021Structural response of cold-formed lipped Z purlins ��� Part 2 numerical modelling and optimisation of lip sizecitations
- 2021Structural response of cold-formed lipped Z purlins – Part 2 numerical modelling and optimisation of lip sizecitations
- 2021Experimental study of ferritic stainless steel bolted T-stubs under monotonic loadingcitations
- 2021Effect of transverse and longitudinal reinforcement ratios on the behaviour of RC T-beams shear-strengthened with embedded FRP barscitations
- 2019Elevated temperature performance of restrained stainless steel beamscitations
- 2019Structural behaviour of stainless steel beam-to-tubular column jointscitations
- 2019Plastic design of stainless steel continuous beamscitations
- 2019Numerical simulation and analysis of axially restrained stainless steel beams in fire
- 2019Effect of existing steel-to-embedded FRP shear reinforcement ratio on the behaviour of reinforced concrete T-beams
- 2018Behaviour of stainless steel beam-to-column joints-Part 2:citations
- 2018Experimental behavior and design of reinforced concrete exterior beam-column joints strengthened with embedded barscitations
- 2018Behaviour of stainless steel beam-to-column joints - Part 1: Experimental investigationcitations
- 2018Design of reinforced concrete T-beams strengthened in shear with externally bonded FRP composites
- 2017Material properties and compressive local buckling response of high strength steel square and rectangular hollow sectionscitations
- 2016The continuous strength method for steel cross-section design at elevated temperaturescitations
- 2016Laser-welded stainless steel I-sections: residual stress measurements and column buckling testscitations
- 2016Flexural behaviour of hot-finished high strength steel square and rectangular hollow sectionscitations
- 2015Experimental study of stainless steel angles and channels in bendingcitations
- 2012Ultimate capacity of stainless steel RHS subjected to combined compression and bending
Places of action
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article
Design of stainless steel cross-sections with outstand elements under stress gradients
Abstract
This is an accepted manuscript of an article published by Elsevier in Journal of Constructional Steel Research on 09/01/2021, available online: https://doi.org/10.1016/j.jcsr.2020.106491 The accepted version of the publication may differ from the final published version. ; A significant amount of research has been reported on stainless steel tubular sections, while studies on I- and C-sections remain relatively limited. This paper presents a comprehensive numerical study on the response of stainless steel I- and C-sections subjected to minor axis bending, with outstand flanges subjected to stress gradients. Numerical models are developed and validated against reported test data on austenitic stainless steel sections under minor axis bending. Subsequently, parametric studies using standardised material properties on austenitic, duplex and ferritic stainless steel grades, covering a wide variety of cross-section slendernesses, are carried out to expand the structural performance data. The results are used to assess the applicability of the Eurocode slenderness limits, revealing that the Class limit 3 for outstand flanges under stress gradient is overly conservative. Moreover, Eurocode underestimates the predicted bending strengths, whereas the level of accuracy and consistency improves for stocky sections, when the Continuous Strength Method is used. Aiming to address the lack of accuracy and consistency in the design predictions of slender sections, particular focus is placed on their performance. It is demonstrated that outstand elements under stress gradients exhibit significant inelastic behaviour after the compression flanges have locally buckled. Inelastic buckling behaviour is not considered in current design guidance, thus resulting in overly conservative and fundamentally incorrect strength predictions. An alternative design method based on the plastic effective width concept is proposed for slender stainless steel I- and C-sections in minor axis bending, which leads to more favourable and less scattered ...