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/2134/4754

Title: Possible shortcomings of the calibration methods for certain non-destructive monitoring devices for helically wound steel cables
Authors: Raoof, Mohammed
Davies, T.J.
Keywords: Wire ropes
Spiral strands
Friction
Stiffness
Axial
Torsional
Impact loading
Non-destructive methods
Bridges
Overhead transmission lines
Issue Date: 2006
Publisher: Professional Engineering Publishing / © IMechE
Citation: RAOOF, M. and DAVIES, T.J., 2006. Possible shortcomings of the calibration methods for certain non-destructive monitoring devices for helically wound steel cables. The Journal of Strain Analysis for Engineering Design, 41 (3), pp. 221-238
Abstract: Coupled extensional–torsional behaviour of axially pre-loaded helically wound steel cables (wire ropes and/or spiral strands) under specific forms (i.e. unit-step, triangular, and half-sine) of impact loading are considered in some detail. The final closed-form formulations can handle both the no-slip and/or the traditionally used full-slip coupled extensional/torsional constitutive equations for helically wound cables, and describe the various characteristics of the resulting pairs of axial or torsional waves at any location along the cable with one end fixed against movement and the other end subjected to impact loading. By using extensive numerical results, which cover the full range of current manufacturing limits for the lay angle (with this being the sole controlling geometrical parameter as far as the axial/torsional stiffnesses are concerned), it is shown that significant differences exist between a number of axial/torsional wave characteristics, depending on whether the no-slip or the full-slip version of the constitutive relations is used in the analysis. It is demonstrated that modest increases in the magnitudes of the lay angles can lead to significant increases in the differences between the no-slip and the full-slip wave propagation characteristics. The present findings may have significant practical implications in relation to the currently adopted techniques used by industry for calibrating the electronic boxes, which are subsequently used as permanently installed devices, for the in situ detection of individual wire fractures under, say, fatigue loading associated with cable-supported structures.
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
DOI: 10.1243/03093247JSA110
URI: https://dspace.lboro.ac.uk/2134/4754
ISSN: 0309-3247
Appears in Collections:Published Articles (Civil and Building Engineering)

Files associated with this item:

File Description SizeFormat
possible shortcomings.pdf4.2 MBAdobe PDFView/Open

 

SFX Query

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