- Turkish Journal of Engineering and Environmental Sciences
- Vol: 33 Issue: 1
- Cyclic behaviour of plate-to-beam welded connections
Cyclic behaviour of plate-to-beam welded connections
Authors : Bachir NASSER, Ahmed MAHMOUDI, Ali BOUTALEB, Salah Eddine BOUDRAA
Pages : 1-8
Doi:10.3906/vet-1107-14
View : 5 | Download : 2
Publication Date : 9999-12-31
Article Type : Makaleler
Abstract :Modern codes contain application rules based essentially on monotonic tests that allow the design of welded connections between a profile with H section and a plate or a beam flange without transverse stiffeners in the H section. The validity of such designs has been tested in cyclic plastic conditions on 5 specimens. The results indicate that the design procedure in codes is on the safe side in cyclic conditions.Keywords : Plate-beam, steel, strength, welds, cyclic.