Loughborough University
Leicestershire, UK
LE11 3TU
+44 (0)1509 263171
Loughborough University

Loughborough University Institutional Repository

Please use this identifier to cite or link to this item: https://dspace.lboro.ac.uk/2134/4756

Title: Determination of the bending stiffness for a spiral strand
Authors: Raoof, Mohammed
Davies, T.J.
Keywords: Spiral strands
Offshore platforms
Guyed masts
Issue Date: 2004
Publisher: Professional Engineering Publishing / © IMechE
Citation: RAOOF, M. and DAVIES, T.J., 2004. Determination of the bending stiffness for a spiral strand. The Journal of Strain Analysis for Engineering Design, 39 (1), pp. 1-13
Abstract: Owing to their peculiar construction, axially preloaded spiral strands undergo plane-section bending only for sufficiently small maximum lateral deflection/span ratios. Beyond a certain limit of this ratio, plane sections do not remain plane and, depending on the level of axial tension and imposed radius of curvature, interlayer slippage takes place, starting from the outer layer and spreading towards the centre of the strand. On the theoretical side, apart from one publication in the mid-1980s and some fairly recent publications by the first author and his associates, all other theoreticians have previously assumed either plane-section bending or, in many cases, have totally ignored the ever-present interwire friction, assuming that the individual helical wires act as simple helical springs. Previously reported experimental techniques, aimed at measuring the effective bending stiffness of helically wound cables, also largely suffer from major shortcomings. In the present paper, a novel experimental method is reported for obtaining reliable measurements of the effective bending stiffness of axially loaded spiral strands. It is very simple and relatively inexpensive to use in practice, for even very large (greater than, say, 100mm outside diameter) spiral strands. Effective bending stiffness measurements, based on this approach, are reported here for a 164mm outside diameter spiral strand (with axial loads of up to 3 MN), with these supported by a detailed theoretical analysis, which reinforces the generally sound nature of the proposed method.
Description: This is an article from the journal, The Journal of Strain Analysis for Engineering Design [© IMechE]. It is also available at: http://journals.pepublishing.com/content/119785/?p=7e1a5d55a69443cd94dc741b58429f2e&pi=0
Version: Published
URI: https://dspace.lboro.ac.uk/2134/4756
ISSN: 0309-3247
Appears in Collections:Published Articles (Architecture, Building and Civil Engineering)

Files associated with this item:

File Description SizeFormat
determination of the bending.pdf262.34 kBAdobe PDFView/Open


SFX Query

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.