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    Allowable Bending Fatigue Stress of Rail in Terms of Hardness

    Source: Practice Periodical on Structural Design and Construction:;2016:;Volume ( 021 ):;issue: 001
    Author:
    Nazmul Hasan
    DOI: 10.1061/(ASCE)SC.1943-5576.0000255
    Publisher: American Society of Civil Engineers
    Abstract: In an earlier paper, allowable bending fatigue stress was expressed in terms of ultimate tensile strength. For many reasons, it is useful to express allowable bending fatigue stress in terms of hardness. Hardness is occasionally used to obtain a quick approximation of tensile strength. The rail grades are named by hardness because they are directly related to the wear properties. Many metal alloys are heat treatable, and the hardness, rather than the tensile strength, is known. In this technical note, the allowable bending fatigue stress is expressed in terms of hardness. The applicability of the derived relation on American Railway Engineering and Maintenance-of-Way Association steel, welded rail joints, and head-hardened rail sections is discussed, which has implications in rail-section design. This note provides an addition and supplement to the earlier paper.
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      Allowable Bending Fatigue Stress of Rail in Terms of Hardness

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    contributor authorNazmul Hasan
    date accessioned2017-12-30T13:02:53Z
    date available2017-12-30T13:02:53Z
    date issued2016
    identifier other%28ASCE%29SC.1943-5576.0000255.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244982
    description abstractIn an earlier paper, allowable bending fatigue stress was expressed in terms of ultimate tensile strength. For many reasons, it is useful to express allowable bending fatigue stress in terms of hardness. Hardness is occasionally used to obtain a quick approximation of tensile strength. The rail grades are named by hardness because they are directly related to the wear properties. Many metal alloys are heat treatable, and the hardness, rather than the tensile strength, is known. In this technical note, the allowable bending fatigue stress is expressed in terms of hardness. The applicability of the derived relation on American Railway Engineering and Maintenance-of-Way Association steel, welded rail joints, and head-hardened rail sections is discussed, which has implications in rail-section design. This note provides an addition and supplement to the earlier paper.
    publisherAmerican Society of Civil Engineers
    titleAllowable Bending Fatigue Stress of Rail in Terms of Hardness
    typeJournal Paper
    journal volume21
    journal issue1
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)SC.1943-5576.0000255
    page06015002
    treePractice Periodical on Structural Design and Construction:;2016:;Volume ( 021 ):;issue: 001
    contenttypeFulltext
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