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    Stress Intensity Factor for Corner Cracks of Pressurized Tees

    Source: Journal of Pressure Vessel Technology:;1980:;volume( 102 ):;issue: 001::page 121
    Author:
    M. A. Mohamed
    ,
    J. Schroeder
    DOI: 10.1115/1.3263291
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A method based on local stress concentration is employed to estimate stress intensity factors for corner cracks at the crotch corner of pressurized tees. The method yields results which are in good agreement with data obtained using other advanced numerical techniques.
    keyword(s): Stress , Fracture (Materials) , Corners (Structural elements) AND Stress concentration ,
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      Stress Intensity Factor for Corner Cracks of Pressurized Tees

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    http://yetl.yabesh.ir/yetl1/handle/yetl/93826
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    contributor authorM. A. Mohamed
    contributor authorJ. Schroeder
    date accessioned2017-05-08T23:09:48Z
    date available2017-05-08T23:09:48Z
    date copyrightFebruary, 1980
    date issued1980
    identifier issn0094-9930
    identifier otherJPVTAS-28180#121_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/93826
    description abstractA method based on local stress concentration is employed to estimate stress intensity factors for corner cracks at the crotch corner of pressurized tees. The method yields results which are in good agreement with data obtained using other advanced numerical techniques.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleStress Intensity Factor for Corner Cracks of Pressurized Tees
    typeJournal Paper
    journal volume102
    journal issue1
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.3263291
    journal fristpage121
    journal lastpage123
    identifier eissn1528-8978
    keywordsStress
    keywordsFracture (Materials)
    keywordsCorners (Structural elements) AND Stress concentration
    treeJournal of Pressure Vessel Technology:;1980:;volume( 102 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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