| People | Locations | Statistics |
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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
Material properties and compressive local buckling response of high strength steel square and rectangular hollow sections
Abstract
An experimental investigation into the structural performance of compressed high strength steel (HSS) square and rectangular hollow sections is described in this paper. Both hot-rolled and cold-formed HSS sections were examined. In total six S460NH and five S690QH hot-rolled section sizes and three S500MC, two S700MC and four S960QC cold-formed section sizes were tested. The experimental programme comprised tensile coupon tests on flat and corner material, measurements of geometric imperfections, full cross-section tensile tests and stub column tests. The results of the experiments presented in this paper have been combined with other available test data on high strength steel sections, and used to assess the existing design guidelines for high strength steels given in Eurocode 3. The focus has been on the material ductility requirements, the Class 3 slenderness limit for internal elements in compression and the effective width formula for Class 4 internal elements in compression.Reliability assessments of the Class 3 slenderness limit (both the current value of 42 and a proposed value of 38) and the effective width formula for Class 4 internal elements in compression were carried out. The analysis indicated that, based on the assembled test data considered in this study, and the assumptions made regarding the statistical distributions of material and geometric properties, a partial safety factor greater than unity is required for HSS. Similar findings have also recently been presented for ordinary strength steels.