| People | Locations | Statistics |
|---|---|---|
| Naji, M. |
| |
| Motta, Antonella |
| |
| Aletan, Dirar |
| |
| Mohamed, Tarek |
| |
| Ertürk, Emre |
| |
| Taccardi, Nicola |
| |
| Kononenko, Denys |
| |
| Petrov, R. H. | Madrid |
|
| Alshaaer, Mazen | Brussels |
|
| Bih, L. |
| |
| Casati, R. |
| |
| Muller, Hermance |
| |
| Kočí, Jan | Prague |
|
| Šuljagić, Marija |
| |
| Kalteremidou, Kalliopi-Artemi | Brussels |
|
| Azam, Siraj |
| |
| Ospanova, Alyiya |
| |
| Blanpain, Bart |
| |
| Ali, M. A. |
| |
| Popa, V. |
| |
| Rančić, M. |
| |
| Ollier, Nadège |
| |
| Azevedo, Nuno Monteiro |
| |
| Landes, Michael |
| |
| Rignanese, Gian-Marco |
|
Fülöp, Ludovic A.
in Cooperation with on an Cooperation-Score of 37%
Topics
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
Places of action
| Organizations | Location | People |
|---|
document
Global stability of thin-walled ferritic stainless steel members
Abstract
The paper discusses the specific phenomena of globalstability of members from metallic non-linear materialswith a special focus on ferritic stainless steel. Here,an alternative calculation of reduction factors isintroduced considering the material non-linearity,especially hardening parameters. This theoreticalassumption for the buckling behaviour of stainless steelmembers is supported by numerical study presented in thepaper and the suitability of the new model is tested byregression analysis in comparison with the commonly usedstandard approach. The analysis results show that ourapproach could be successfully applied in flexural,torsional-flexural and lateral-torsional buckling.