Experimental and numerical investigation of the bending capacity of spiral-welded steel tubes

Conference Paper (2016)
Author(s)

S.H.J. van Es (TU Delft - Steel & Composite Structures)

A.M. Gresnigt

D Vasilikis (University of Thessaly)

SA Karamanos (University of Thessaly)

Research Group
Steel & Composite Structures
Copyright
© 2016 S.H.J. van Es, A.M. Gresnigt, D Vasilikis, SA Karamanos
More Info
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Publication Year
2016
Language
English
Copyright
© 2016 S.H.J. van Es, A.M. Gresnigt, D Vasilikis, SA Karamanos
Research Group
Steel & Composite Structures
Pages (from-to)
1-10
ISBN (print)
978-92-9147-133-1
Reuse Rights

Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.

Abstract

To investigate the structural behaviour of large-diameter spiral-welded steel tubes under bending, a full scale experimental program has been performed, consisting of thirteen 42-inch diameter, spiral-welded steel tubes with D/t ratios ranging between 65 and 120. Additionally, numerical studies have been conducted, using nonlinear finite element simulations. A model has been developed to simulate the performed tests, using the actual material properties and initial geometric imperfections obtained from the tested tubes. Finally, a parametric investigation has been performed that investigates the influence of initial geometric imperfections and presence of girth and coil connection welds on the bending behaviour of the considered tubes.

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