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    Half‐Plane Crack Under Normal Load: Complete Solution

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 011
    Author:
    V. I. Fabrikant
    ,
    B. S. Rubin
    ,
    E. N. Karapetian
    DOI: 10.1061/(ASCE)0733-9399(1993)119:11(2238)
    Publisher: American Society of Civil Engineers
    Abstract: A half‐plane flat crack in a transversely isotropic elastic space subjected to arbitrary normal load is considered. An exact closed‐form solution is obtained in terms of elementary functions to the complete field of stresses and displacements in the whole space due to a point force loading. Both transversely isotropic and purely isotropic cases are considered. The solution is based on the results previously reported by the first writer. The transversely isotropic solution does not seem to have been reported in the literature. The isotropic case was considered by Ufliand who used the integral transform approach. A comparison with his results shows exact correspondence. Explicit formulas are also given for the stress intensity factor, as well as for the stresses and displacements in the plane of the crack.
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      Half‐Plane Crack Under Normal Load: Complete Solution

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    https://yetl.yabesh.ir/yetl1/handle/yetl/83816
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    contributor authorV. I. Fabrikant
    contributor authorB. S. Rubin
    contributor authorE. N. Karapetian
    date accessioned2017-05-08T22:36:51Z
    date available2017-05-08T22:36:51Z
    date copyrightNovember 1993
    date issued1993
    identifier other%28asce%290733-9399%281993%29119%3A11%282238%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83816
    description abstractA half‐plane flat crack in a transversely isotropic elastic space subjected to arbitrary normal load is considered. An exact closed‐form solution is obtained in terms of elementary functions to the complete field of stresses and displacements in the whole space due to a point force loading. Both transversely isotropic and purely isotropic cases are considered. The solution is based on the results previously reported by the first writer. The transversely isotropic solution does not seem to have been reported in the literature. The isotropic case was considered by Ufliand who used the integral transform approach. A comparison with his results shows exact correspondence. Explicit formulas are also given for the stress intensity factor, as well as for the stresses and displacements in the plane of the crack.
    publisherAmerican Society of Civil Engineers
    titleHalf‐Plane Crack Under Normal Load: Complete Solution
    typeJournal Paper
    journal volume119
    journal issue11
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1993)119:11(2238)
    treeJournal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 011
    contenttypeFulltext
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