| 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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Fülöp, Ludovic A.
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Publications (12/12 displayed)
- 2023Modelling of aged reinforced concrete structures for design extension conditions (CONFIT)
- 2021Health monitoring of stress-laminated timber bridges
- 2018Betonisiltojen lujuustutkimukset 2017-2018
- 2016Detection capability of NDT methods in steel-concrete-steel composite elements
- 2015Non-linear finite element modelling of steel-concrete-steel members in bending and shear
- 2012Global stability of thin-walled ferritic stainless steel memberscitations
- 2011Global stability of thin-walled ferritic stainless steel members
- 2007Design method for light-gauge steel shear walls sheathed with flat steel plates
- 2005Behaviour of wood skeleton - OSB cladding shear-walls under monotonic and cyclic loadingcitations
- 2004Performance of wall-stud cold-formed shear panels under monotonic and cyclic loading - Part I:Experimental researchcitations
- 2004Performance of wall-stud cold-formed shear panels under monotonic and cyclic loading - Part Icitations
- 2002Seismic performance of wall-stud shear walls
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article
Global stability of thin-walled ferritic stainless steel members
Abstract
As more metallic alloys are introduced in engineeringstructures, the demand for the proper utilisation oftheir nonlinear stress-strain relationship is increasing.This paper discusses the inelastic buckling of membersfrom such materials with a special focus on ferriticstainless steels. Here we introduce an alternativeapproach for the overall stability of members thatconsiders material nonlinearity, namely the strainhardening parameter <i>n</i>. The suitability of the new modelis verified by regression analysis in comparison with thecommonly used standard calculations. The analysis resultsshow that the present approach could be appliedsuccessfully in flexural, flexural-torsional andlateral-torsional buckling.