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    Experimentally Determined Stresses at Geometric Discontinuities Using Simple Stress Functions

    Source: Journal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 011
    Author:
    A. A. Khaja
    ,
    R. E. Rowlands
    DOI: 10.1061/(ASCE)EM.1943-7889.0000916
    Publisher: American Society of Civil Engineers
    Abstract: Recognizing that the most serious structural stresses often occur at holes or notches, the ability to determine such stresses by combining recorded load-induced temperature information with simple stress functions is demonstrated. Purely theoretical/analytical or numerical stress analyses typically require knowing the external boundary conditions, something which is frequently unknown. Moreover, theoretical stress analyses tend to be restricted to simple, infinite structures. Stresses evaluated at the edge of geometric discontinuities by traditional experimental approaches can be very unreliable. On the other hand, the present technique provides accurate stresses at and in the neighborhood of a hole in an edge-loaded finite plate by processing the recorded temperature data with a simple, general stress function.
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      Experimentally Determined Stresses at Geometric Discontinuities Using Simple Stress Functions

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    http://yetl.yabesh.ir/yetl1/handle/yetl/80734
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    contributor authorA. A. Khaja
    contributor authorR. E. Rowlands
    date accessioned2017-05-08T22:26:40Z
    date available2017-05-08T22:26:40Z
    date copyrightNovember 2015
    date issued2015
    identifier other45233063.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80734
    description abstractRecognizing that the most serious structural stresses often occur at holes or notches, the ability to determine such stresses by combining recorded load-induced temperature information with simple stress functions is demonstrated. Purely theoretical/analytical or numerical stress analyses typically require knowing the external boundary conditions, something which is frequently unknown. Moreover, theoretical stress analyses tend to be restricted to simple, infinite structures. Stresses evaluated at the edge of geometric discontinuities by traditional experimental approaches can be very unreliable. On the other hand, the present technique provides accurate stresses at and in the neighborhood of a hole in an edge-loaded finite plate by processing the recorded temperature data with a simple, general stress function.
    publisherAmerican Society of Civil Engineers
    titleExperimentally Determined Stresses at Geometric Discontinuities Using Simple Stress Functions
    typeJournal Paper
    journal volume141
    journal issue11
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000916
    treeJournal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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