Determination of the bending stiffness for a spiral strand

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 r...

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Bibliographic Details
Main Authors: Mohammed Raoof, T.J. Davies
Format: Default Article
Published: 2004
Subjects:
Other built environment and design not elsewhere classified
Mechanical engineering not elsewhere classified
Spiral strands
Bending
Stiffness
Bridges
Offshore platforms
Guyed masts
Built Environment and Design not elsewhere classified
Mechanical Engineering
Online Access:https://hdl.handle.net/2134/4756
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https://hdl.handle.net/2134/4756

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