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    Multilevel Strain Controlled Fatigue on a Type 304 Stainless Steel

    Source: Journal of Engineering Materials and Technology:;1983:;volume( 105 ):;issue: 003::page 188
    Author:
    M. Bernard-Connolly
    ,
    T. Bui-Quoc
    ,
    A. Biron
    DOI: 10.1115/1.3225642
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A series of cumulative damage strain-controlled fatigue tests at 20°C has been carried out on a Type 304 stainless steel with two, three, and five strain levels, both in an increasing and decreasing order. Experimental results show that if the strains are applied in an increasing order, the summation of cycle ratios is greater than unity, whatever the number of applied levels. For a decreasing order, this summation is less than one. However, for the same difference between high and low levels, this summation is closer to unity when the number of applied levels increases. The cumulative damage effect is evaluated using an approach which takes into account the sequence effect of loading. The procedure is based on the modification of the damage evolution with respect to that corresponding to constant amplitude loading. This is explained by an interaction effect due to a previous loading. With the interaction effect parameter suggested, the procedure is generalized to any discrete strain pattern. An application of the method is carried out to estimate the sums of life fractions required for failure for the material investigated. The correlation between predictions and experimental results is then discussed.
    keyword(s): Fatigue , Stainless steel , Cycles , Failure AND Fatigue testing ,
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      Multilevel Strain Controlled Fatigue on a Type 304 Stainless Steel

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/97177
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    contributor authorM. Bernard-Connolly
    contributor authorT. Bui-Quoc
    contributor authorA. Biron
    date accessioned2017-05-08T23:15:40Z
    date available2017-05-08T23:15:40Z
    date copyrightJuly, 1983
    date issued1983
    identifier issn0094-4289
    identifier otherJEMTA8-26893#188_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/97177
    description abstractA series of cumulative damage strain-controlled fatigue tests at 20°C has been carried out on a Type 304 stainless steel with two, three, and five strain levels, both in an increasing and decreasing order. Experimental results show that if the strains are applied in an increasing order, the summation of cycle ratios is greater than unity, whatever the number of applied levels. For a decreasing order, this summation is less than one. However, for the same difference between high and low levels, this summation is closer to unity when the number of applied levels increases. The cumulative damage effect is evaluated using an approach which takes into account the sequence effect of loading. The procedure is based on the modification of the damage evolution with respect to that corresponding to constant amplitude loading. This is explained by an interaction effect due to a previous loading. With the interaction effect parameter suggested, the procedure is generalized to any discrete strain pattern. An application of the method is carried out to estimate the sums of life fractions required for failure for the material investigated. The correlation between predictions and experimental results is then discussed.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleMultilevel Strain Controlled Fatigue on a Type 304 Stainless Steel
    typeJournal Paper
    journal volume105
    journal issue3
    journal titleJournal of Engineering Materials and Technology
    identifier doi10.1115/1.3225642
    journal fristpage188
    journal lastpage194
    identifier eissn1528-8889
    keywordsFatigue
    keywordsStainless steel
    keywordsCycles
    keywordsFailure AND Fatigue testing
    treeJournal of Engineering Materials and Technology:;1983:;volume( 105 ):;issue: 003
    contenttypeFulltext
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