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    Hardening/Softening Plastic Analysis of Adhesive Joint

    Source: Journal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 001
    Author:
    Niels Saabye Ottosen
    ,
    Karl‐Gunnar Olsson
    DOI: 10.1061/(ASCE)0733-9399(1988)114:1(97)
    Publisher: American Society of Civil Engineers
    Abstract: Closed‐form solutions for the plastic response of a symmetric double‐lap joint are presented. The adherends are assumed to behave linear elastically in pure tension, whereas the adhesive is assumed to be in a state of pure shear. The shear stress‐strain behavior of the adhesive is approximated by a bilinear curve, and both hardening plasticity approximating ductile adhesive, behavior and softening plasticity approximating brittle adhesive behavior are considered. The main emphasis is given to the softening behavior, as it includes some particularly intriguing features of joint behavior, e.g., limited ductility, limited bearing capacity, and the occurrence of local failure in the adhesive. For softening plasticity, two fundamentally different behaviors are identified depending on the joint parameters: one in which no local failure will occur before the bearing capacity of the joint has been completely exhausted, and another where local failure will begin at the boundary of the joint and spread until the softening zone has reached the center of the joint. In the subsequent response, the failed region will remain constant in size. Shakedown considerations are also included.
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      Hardening/Softening Plastic Analysis of Adhesive Joint

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    http://yetl.yabesh.ir/yetl1/handle/yetl/77409
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    • Journal of Engineering Mechanics

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    contributor authorNiels Saabye Ottosen
    contributor authorKarl‐Gunnar Olsson
    date accessioned2017-05-08T22:19:06Z
    date available2017-05-08T22:19:06Z
    date copyrightJanuary 1988
    date issued1988
    identifier other%28asce%290733-9399%281988%29114%3A1%2897%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/77409
    description abstractClosed‐form solutions for the plastic response of a symmetric double‐lap joint are presented. The adherends are assumed to behave linear elastically in pure tension, whereas the adhesive is assumed to be in a state of pure shear. The shear stress‐strain behavior of the adhesive is approximated by a bilinear curve, and both hardening plasticity approximating ductile adhesive, behavior and softening plasticity approximating brittle adhesive behavior are considered. The main emphasis is given to the softening behavior, as it includes some particularly intriguing features of joint behavior, e.g., limited ductility, limited bearing capacity, and the occurrence of local failure in the adhesive. For softening plasticity, two fundamentally different behaviors are identified depending on the joint parameters: one in which no local failure will occur before the bearing capacity of the joint has been completely exhausted, and another where local failure will begin at the boundary of the joint and spread until the softening zone has reached the center of the joint. In the subsequent response, the failed region will remain constant in size. Shakedown considerations are also included.
    publisherAmerican Society of Civil Engineers
    titleHardening/Softening Plastic Analysis of Adhesive Joint
    typeJournal Paper
    journal volume114
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1988)114:1(97)
    treeJournal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 001
    contenttypeFulltext
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