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Strain-Based design procedures for spiral-welded steel tubes in combined walls

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Autore
Gresnigt A.M., Van Es S.H.J., Vasilikis D., Karamanos S.A.
Data
2016
Language
en
Soggetto
Buckling
Ductility
Steel structures
Tubular steel structures
Welding
Deformation capacity
Design rules
Economic design
Local buckling
Strain-based design
Structural behaviour
Wall thickness ratios
Welded steels
Structural design
European Convention for Constructional Steelwork
Mostra tutti i dati dell'item
Abstract
Spiral-welded steel tubes with diameter to wall thickness ratios between 60 and 140 are often employed in combined wall systems with local buckling as governing failure mode. The current design rules in Eurocode 3 (EN 1993-5 and EN 1993-1-6) are not capable to obtain a good estimate of the real strength and deformation capacity. In a European RFCS project called Combitube, the structural behaviour of spiral-welded steel tubes has been inves-Tigated. An analytical model has been developed that gives more economic designs with a bet-Ter balanced safety level. Copyright ©: SDSS'2016.
URI
http://hdl.handle.net/11615/73698
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  • Δημοσιεύσεις σε περιοδικά, συνέδρια, κεφάλαια βιβλίων κλπ. [19743]

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