| 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 |
|
Skalomenos, Konstantinos
University of Birmingham
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (10/10 displayed)
- 2023A triaxiality‐dependent fracture model for hot‐rolled sections made of S355 steel
- 2023Testing of a Novel Induction Heat Treated Steel Brace with Enhanced Buckling Behaviourcitations
- 2023Comparative study on fracture characteristics of carbon and stainless steel bolt materialcitations
- 2022Performance-based seismic design of intentionally eccentric IH-treated steel braced frames
- 2021Seismic design of steel frames with intentionally eccentric induction-heat treated steel braces
- 2021Experimental study of ferritic stainless steel bolted T-stubs under monotonic loadingcitations
- 2020Multiple-damage state retrofit of steel MRFs with composite beams using a minimal-disturbance arm dampercitations
- 2018Use of induction heating in steel structures: material properties and novel brace designcitations
- 2017Inelastic behavior of circular concrete-filled steel tubes: monotonic versus cyclic responsecitations
- 2016Modeling of circular concrete-filled steel tubes subjected to cyclic lateral loadingcitations
Places of action
| Organizations | Location | People |
|---|
article
Experimental study of ferritic stainless steel bolted T-stubs under monotonic loading
Abstract
<p>A comprehensive experimental study on the structural behaviour of stainless steel T-stubs in Grade EN 1.4003 ferritic stainless steel and employing A4–80 stainless steel bolts is reported in this paper. A total of 17 ferritic stainless steel T-stubs of various geometric configurations including both single and double bolt rows were tested under monotonic tension. The focus of the tests was on T-stubs failing predominantly in mode 1. Auxiliary tensile tests were performed on coupons extracted from the T-stub flanges in three directions thereby enabling the material anisotropy to be quantified. The ultimate resistance, plastic deformation capacity and failure mode of each T-stub were obtained and are reported herein. The obtained results are utilised to assess the accuracy of existing design rules, which, contrary to austenitic and duplex stainless steels, seem to offer a good prediction of the experimentally determined plastic resistance. Finally, the applicability of recently proposed predictive equations accounting for membrane actions in carbon steel T-stubs to ferritic stainless steel T-stubs has also been assessed.</p>