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    Cumulative Fatigue Damage on Large Steel Specimens Under Axial Programmed Loading With Nonzero Mean Stress

    Source: Journal of Engineering Materials and Technology:;1976:;volume( 098 ):;issue: 003::page 249
    Author:
    T. Bui-Quoc
    ,
    J. A. Choquet
    ,
    A. Biron
    DOI: 10.1115/1.3443375
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Large specimens of an ASTM E-373-58T steel were subjected to zero-tension cyclic loading, hence with nonzero mean stress, under a repeated programmed pattern of nine stress levels. With the major stress twice the minor stress, the levels in the loading pattern were chosen in such a manner that they had approximately a sinusoidal wave as an envelope and the stress cycle at each step was repeated 500 times. The experimental results show a trend of variation of the cycle-ratio summation similar to that obtained on tests with zero mean stress; the higher the number of stress levels in the loading pattern below the original endurance limit, the larger the deviation from unity of this summation. A comparison is made between the predicted lives according to the linear cumulative damage rule and according to an alternative theory which takes into account the variation of the endurance limit (Unified Theory). It is found that the Unified Theory is more conservative and provides better estimates in the high-cycle range in particular for cases where there are, in the stress pattern, several levels lower than the endurance limit of the original material.
    keyword(s): Steel , Stress , Fatigue damage , Cycles , Endurance limit , Unified field theories , Waves , Tension AND ASTM International ,
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      Cumulative Fatigue Damage on Large Steel Specimens Under Axial Programmed Loading With Nonzero Mean Stress

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/88654
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    • Journal of Engineering Materials and Technology

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    contributor authorT. Bui-Quoc
    contributor authorJ. A. Choquet
    contributor authorA. Biron
    date accessioned2017-05-08T23:00:43Z
    date available2017-05-08T23:00:43Z
    date copyrightJuly, 1976
    date issued1976
    identifier issn0094-4289
    identifier otherJEMTA8-26847#249_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/88654
    description abstractLarge specimens of an ASTM E-373-58T steel were subjected to zero-tension cyclic loading, hence with nonzero mean stress, under a repeated programmed pattern of nine stress levels. With the major stress twice the minor stress, the levels in the loading pattern were chosen in such a manner that they had approximately a sinusoidal wave as an envelope and the stress cycle at each step was repeated 500 times. The experimental results show a trend of variation of the cycle-ratio summation similar to that obtained on tests with zero mean stress; the higher the number of stress levels in the loading pattern below the original endurance limit, the larger the deviation from unity of this summation. A comparison is made between the predicted lives according to the linear cumulative damage rule and according to an alternative theory which takes into account the variation of the endurance limit (Unified Theory). It is found that the Unified Theory is more conservative and provides better estimates in the high-cycle range in particular for cases where there are, in the stress pattern, several levels lower than the endurance limit of the original material.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleCumulative Fatigue Damage on Large Steel Specimens Under Axial Programmed Loading With Nonzero Mean Stress
    typeJournal Paper
    journal volume98
    journal issue3
    journal titleJournal of Engineering Materials and Technology
    identifier doi10.1115/1.3443375
    journal fristpage249
    journal lastpage255
    identifier eissn1528-8889
    keywordsSteel
    keywordsStress
    keywordsFatigue damage
    keywordsCycles
    keywordsEndurance limit
    keywordsUnified field theories
    keywordsWaves
    keywordsTension AND ASTM International
    treeJournal of Engineering Materials and Technology:;1976:;volume( 098 ):;issue: 003
    contenttypeFulltext
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