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The load bearing capacity of fillet welded connections of high strength steels

The load bearing capacity of fillet welded connections of high strength steels
Auteur(s): ,
Présenté pendant IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010, publié dans , pp. 184-185
DOI: 10.2749/222137810796024114
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This paper presents results of a research project analysing the strength of fillet welded connections of high strength steels. Particularly, the influence of the strength of filler metals on the be...
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Détails bibliographiques

Auteur(s):

Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010
Publié dans:
Page(s): 184-185 Nombre total de pages (du PDF): 8
Page(s): 184-185
Nombre total de pages (du PDF): 8
Année: 2010
DOI: 10.2749/222137810796024114
Abstrait:

This paper presents results of a research project analysing the strength of fillet welded connections of high strength steels. Particularly, the influence of the strength of filler metals on the behaviour of welded connections is discussed. Tests on longitudinal fillet welded lap joints and cruciform joints have been conducted together with numerical simulations to investigate the load bearing behaviour. The aim is to determine the load bearing capacity of these connections in dependence on both, the strength of the filler metal as well as the base material and the influence of the load direction. The results show that the load bearing capacity of the connections is not only dependent on the base metal but also on the strength of the filler metal.

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