Inelastic local buckling of tubes for combined walls and pipelines

Doctoral thesis (2016)

Authors

S.H.J. van Es Steel & Composite Structures - CEG
Research Group
Steel & Composite Structures (CEG) (TU Delft)
Copyright: © 2016 S.H.J. van Es
DOI
help_outline
https://doi.org/10.4233/uuid:48e61e69-a35f-43d5-a417-b393cbacaa98
More Info
expand_more

Published Date

2016

Language

English

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.

Faculty

Civil Engineering & Geosciences

Department

Engineering Structures

Research Group

Steel & Composite Structures

Abstract

In this study, the bending behaviour of tubular members is investigated. The thesis consists of four parts:
Part I: Literature study of the bending behaviour of tubular members
Part II: Spiral-welded tubes for application in combined walls
Part III: Deformation of buried pipelines crossing active strike-slip faults
Part IV: Closure
In Part I, a literature study of the bending of tubular members is presented. In Parts II and III, two more specific topics within this broad field of research are discussed. In a final part of the thesis, an evaluation of the performed research is presented.