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    Free Bending of Spiral Strands 

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 003
    Author(s): Mohammed Raoof
    Publisher: American Society of Civil Engineers
    Abstract: For a given axial mean load, the response of a helical strand to an applied bending moment is considered. For the critical case near the terminations, the theoretical stiffness formulations describing the slippage between ...
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    Free‐Bending Fatigue Life Estimation of Cables at Points of Fixity 

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 009
    Author(s): Mohammed Raoof
    Publisher: American Society of Civil Engineers
    Abstract: The shortcomings of the traditional design approaches based on the extreme fiber (in terms of simple beam theory) direct wire stresses as the factor controlling strand restrained bending fatigue performance, have been ...
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    Discussion of “<i>Estimation of Damping Ratio of Cable‐Stayed Bridges for Seismic Design</i>” by Kazuhiko Kawashima, Shigeki Unjoh, and Meguru Tsunomoto (April, 1993, Vol. 119, No. 4) 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 008
    Author(s): Mohammed Raoof
    Publisher: American Society of Civil Engineers
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    Axial Fatigue of Multilayered Strands 

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 010
    Author(s): Mohammed Raoof
    Publisher: American Society of Civil Engineers
    Abstract: Previously reported orthotopic sheet theory is used for obtaining estimates of interwire/interlayer contact stresses throughout realistic pretensioned multilayered structural strands. These data are used in conjunction ...
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    Recovery Length in Multilayered Spiral Strands 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 007
    Author(s): Mohammed Raoof; Ivana Kraincanic
    Publisher: American Society of Civil Engineers
    Abstract: An insight is given into the recovery length phenomenon in axially preloaded multilayered spiral strands. Recovery length is defined as the length measured from the fractured end of the wire, in which the wire will be able ...
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    Analysis of Large Diameter Steel Ropes 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 006
    Author(s): Mohammed Raoof; Ivana Kraincanic
    Publisher: American Society of Civil Engineers
    Abstract: The theoretical analysis of a large diameter wire rope, using results from a reported orthotropic sheet model for analyzing the behavior of its constituent helical strands, is reported in this paper. The present model is ...
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    Wire Recovery Length in Suspension Bridge Cable 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 012
    Author(s): Mohammed Raoof; Yu Ping Huang
    Publisher: American Society of Civil Engineers
    Abstract: A differential equation capable of describing the full‐slip to no‐slip friction transition along a fractured wire in a parallel‐wire strand experiencing external hydrostatic pressure, by prestressed wrapping or intermittent ...
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    Analysis of Multilayered Structural Strands 

    Source: Journal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 007
    Author(s): Mohammed Raoof; Roger E. Hobbs
    Publisher: American Society of Civil Engineers
    Abstract: The main characteristics of an analytical model for realistic multi‐layered structural strands and some new developments are presented. The results include easily used graphs for determining the pattern of interwire/interlayer ...
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    Upper‐Bound Prediction of Cable Damping under Cyclic Bending 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 012
    Author(s): Mohammed Raoof; Yu Ping Huang
    Publisher: American Society of Civil Engineers
    Abstract: A theoretical formulation has been proposed for obtaining upper bounds to single‐layer helical strand damping under cyclic bending to a constant radius of curvature. The model employs an alternative interwire/interlayer ...
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    Axial and Free‐Bending Analysis of Spiral Strands Made Simple 

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 012
    Author(s): Mohammed Raoof; Yu Ping Huang
    Publisher: American Society of Civil Engineers
    Abstract: Parametric studies based on previously reported orthotropic sheet theory have been carried out on a number of realistic and multilayered helical‐strand constructions with widely different strand (and wire) diameters and ...
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