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    Green's Functions of Thin Plate Bending Problem under Fixed Boundary

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 002
    Author:
    Norio Hasebe
    ,
    Xian-Feng Wang
    DOI: 10.1061/(ASCE)0733-9399(2000)126:2(206)
    Publisher: American Society of Civil Engineers
    Abstract: The Green's functions of a point dislocation, a concentrated moment, a normal point force, a couple moment, and a couple bending force applied to an infinite plate with an arbitrarily shaped hole under a displacement boundary condition are derived in this paper. The closed-form stress functions are obtained by using the technique of the rational mapping function and the complex stress function approach. In the derivation, the analytical continuation and Cauchy integral are used for the different actions. Without loss of generality, some calculated results are shown for a square hole under a fixed boundary. The solutions show that the stress functions have different orders of singularity for the different actions. In order to illustrate the stress level due to bending moment and shear force clearly and efficiently, the effective stress of thin plate bending is shown.
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      Green's Functions of Thin Plate Bending Problem under Fixed Boundary

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    http://yetl.yabesh.ir/yetl1/handle/yetl/85150
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    contributor authorNorio Hasebe
    contributor authorXian-Feng Wang
    date accessioned2017-05-08T22:39:09Z
    date available2017-05-08T22:39:09Z
    date copyrightFebruary 2000
    date issued2000
    identifier other%28asce%290733-9399%282000%29126%3A2%28206%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85150
    description abstractThe Green's functions of a point dislocation, a concentrated moment, a normal point force, a couple moment, and a couple bending force applied to an infinite plate with an arbitrarily shaped hole under a displacement boundary condition are derived in this paper. The closed-form stress functions are obtained by using the technique of the rational mapping function and the complex stress function approach. In the derivation, the analytical continuation and Cauchy integral are used for the different actions. Without loss of generality, some calculated results are shown for a square hole under a fixed boundary. The solutions show that the stress functions have different orders of singularity for the different actions. In order to illustrate the stress level due to bending moment and shear force clearly and efficiently, the effective stress of thin plate bending is shown.
    publisherAmerican Society of Civil Engineers
    titleGreen's Functions of Thin Plate Bending Problem under Fixed Boundary
    typeJournal Paper
    journal volume126
    journal issue2
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2000)126:2(206)
    treeJournal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 002
    contenttypeFulltext
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