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    Asymptotic Evaluation of a Combined Stress-Intensity Factor for a Pressurized Cylindrical Shell Containing a Longitudinal Crack

    Source: Journal of Applied Mechanics:;1980:;volume( 047 ):;issue: 003::page 583
    Author:
    J. W. Nicholson
    ,
    M. R. Bradley
    ,
    C. K. Carrington
    DOI: 10.1115/1.3153735
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Sanders’ path-independent energy-release-rate integral I for a cracked shallow shell is used to compute the asymptotic form of the combined stress-intensity factor for a pressurized elastically isotropic cylindrical shell containing a longitudinal crack. The combined stress-intensity factor is expressible in terms of the conventional stretching and bending stress-intensity factors and is a function of Poisson’s ratio v and a dimensionless crack length λ. When λ is small the shell is nearly flat and when λ is large the shell is very thin. Asymptotic formulas for I when λ is small or large are obtained. A numerical solution for λ = 0(1) is also obtained.
    keyword(s): Stress , Fracture (Materials) , Pipes , Shells , Formulas AND Poisson ratio ,
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      Asymptotic Evaluation of a Combined Stress-Intensity Factor for a Pressurized Cylindrical Shell Containing a Longitudinal Crack

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/92829
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    contributor authorJ. W. Nicholson
    contributor authorM. R. Bradley
    contributor authorC. K. Carrington
    date accessioned2017-05-08T23:07:54Z
    date available2017-05-08T23:07:54Z
    date copyrightSeptember, 1980
    date issued1980
    identifier issn0021-8936
    identifier otherJAMCAV-26152#583_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/92829
    description abstractSanders’ path-independent energy-release-rate integral I for a cracked shallow shell is used to compute the asymptotic form of the combined stress-intensity factor for a pressurized elastically isotropic cylindrical shell containing a longitudinal crack. The combined stress-intensity factor is expressible in terms of the conventional stretching and bending stress-intensity factors and is a function of Poisson’s ratio v and a dimensionless crack length λ. When λ is small the shell is nearly flat and when λ is large the shell is very thin. Asymptotic formulas for I when λ is small or large are obtained. A numerical solution for λ = 0(1) is also obtained.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleAsymptotic Evaluation of a Combined Stress-Intensity Factor for a Pressurized Cylindrical Shell Containing a Longitudinal Crack
    typeJournal Paper
    journal volume47
    journal issue3
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3153735
    journal fristpage583
    journal lastpage585
    identifier eissn1528-9036
    keywordsStress
    keywordsFracture (Materials)
    keywordsPipes
    keywordsShells
    keywordsFormulas AND Poisson ratio
    treeJournal of Applied Mechanics:;1980:;volume( 047 ):;issue: 003
    contenttypeFulltext
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