A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
High‐strength steel fillet welded connections
10.1002/stco.200890013.abs
This paper presents the results of a research project analysing the strength and ductility of welded high‐strength steel connections. Existing design rules according to Eurocode 3 are introduced and discussed showing that these rules are inadequate for high‐strength steel connections for various reasons. Quasi‐static strength tests on fillet welded connections together with numerical simulations are presented. Based on these tests, recommendations for updating the rules of Eurocode 3 are suggested.
High‐strength steel fillet welded connections
10.1002/stco.200890013.abs
This paper presents the results of a research project analysing the strength and ductility of welded high‐strength steel connections. Existing design rules according to Eurocode 3 are introduced and discussed showing that these rules are inadequate for high‐strength steel connections for various reasons. Quasi‐static strength tests on fillet welded connections together with numerical simulations are presented. Based on these tests, recommendations for updating the rules of Eurocode 3 are suggested.
High‐strength steel fillet welded connections
Kuhlmann, Ulrike (author) / Günther, Hans‐Peter (author) / Rasche, Christina (author)
Steel Construction ; 1 ; 77-84
2008-09-01
8 pages
Article (Journal)
Electronic Resource
English
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