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    Axial Fatigue of Multilayered Strands

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 010
    Author:
    Mohammed Raoof
    DOI: 10.1061/(ASCE)0733-9399(1990)116:10(2083)
    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 with axial fatigue data on single wires to develop a theoretical model that predicts axial fatigue life of strands (under constant amplitude cyclic loading) from first principles. The theoretical interlayer slippage over the individual points of contact between cross‐laid layers is addressed, which takes interwire friction into account. The match between the theoretical predictions and experimental fatigue data is very encouraging. Numerical examples suggest that cable axial fatigue life depends on the type of strand construction. The level of mean axial load appears to have a modest effect on the cable stress range versus fatigue life (S‐N) curves. For a given wire material, the endurance limit is found to increase with increasing level of mean axial load, becoming practically constant for mean axial loads greater than 40% of the cable maximum breaking load. Different types of cable construction are found to possess significantly different levels of endurance limit.
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      Axial Fatigue of Multilayered Strands

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    contributor authorMohammed Raoof
    date accessioned2017-05-08T22:28:32Z
    date available2017-05-08T22:28:32Z
    date copyrightOctober 1990
    date issued1990
    identifier other%28asce%290733-9399%281990%29116%3A10%282083%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81230
    description abstractPreviously 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 with axial fatigue data on single wires to develop a theoretical model that predicts axial fatigue life of strands (under constant amplitude cyclic loading) from first principles. The theoretical interlayer slippage over the individual points of contact between cross‐laid layers is addressed, which takes interwire friction into account. The match between the theoretical predictions and experimental fatigue data is very encouraging. Numerical examples suggest that cable axial fatigue life depends on the type of strand construction. The level of mean axial load appears to have a modest effect on the cable stress range versus fatigue life (S‐N) curves. For a given wire material, the endurance limit is found to increase with increasing level of mean axial load, becoming practically constant for mean axial loads greater than 40% of the cable maximum breaking load. Different types of cable construction are found to possess significantly different levels of endurance limit.
    publisherAmerican Society of Civil Engineers
    titleAxial Fatigue of Multilayered Strands
    typeJournal Paper
    journal volume116
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1990)116:10(2083)
    treeJournal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 010
    contenttypeFulltext
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