Possible shortcomings of the calibration methods for certain non-destructive monitoring devices for helically wound steel cables

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-sl...

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Bibliographic Details

Main Authors:	Mohammed Raoof, T.J. Davies
Format:	Default Article
Published:	2006
Subjects:	Other built environment and design not elsewhere classified Mechanical engineering not elsewhere classified Wire ropes Spiral strands Friction Stiffness Axial Torsional Impact loading Non-destructive methods Bridges Overhead transmission lines Built Environment and Design not elsewhere classified Mechanical Engineering
Online Access:	https://hdl.handle.net/2134/4754
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