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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
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document
Ultimate capacity of stainless steel RHS subjected to combined compression and bending
Abstract
<p>To maintain consistency with carbon steel design guidance, the current European design code for stainless steel structures EN 1993-1-4 employs many of the relevant design expressions from the equivalent carbon steel design code EN 1993-1-1. While this is generally satisfactory, there are a number of instances in which overly conservative designs result. Given the high initial material cost of stainless steel, the derivation of more economic design expressions in accordance with the actual material response is warranted. To this end, the Continuous Strength Method (CSM) has been developed and verified against experimental and numerical results.To date, the scope of theCSMhas been restricted to stainless steel cross-sections subjected to compression or uniaxial bending. The present paper aims to extend the scope of application of the CSM to cross-sections subjected to more general loading conditions likely to occur in practice. Furthermore, a simplified version of the CSM, with a more straightforward base curve and material model, but still capturing the essential strain hardening features of stainless steel, is considered. The comparisons show that the simplifications lead to very little loss of accuracy and will be developed further in future studies.</p>