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    Ductile Tearing Instability of a Center-Cracked Panel of an Elastic-Plastic Strain Hardening Material

    Source: Journal of Engineering Materials and Technology:;1981:;volume( 103 ):;issue: 001::page 46
    Author:
    Akram Zahoor
    ,
    Paul C. Paris
    DOI: 10.1115/1.3224971
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An analysis for crack instability in an elastic-plastic strain hardening material is presented which utilizes the J-integral and the tearing modulus parameter, T. A center-cracked panel of finite dimensions with Ramberg-Osgood material representation is analyzed for plane stress as well as plane strain. The analysis is applicable in the entire range of elastic-plastic loading from linear elastic to full yield. Crack instability is strongly influenced by the elastic compliance of the system, the conditions of plane stress or plane strain, and the hardening characteristics of the material. Numerical results indicate that if crack stability is ensured in a plane strain situation, then under the same circumstances a geometrically identical but plane stress panel will be stable.
    keyword(s): Work hardening , Fracture (Materials) , Plane strain , Stress , Hardening , Stability AND Dimensions ,
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      Ductile Tearing Instability of a Center-Cracked Panel of an Elastic-Plastic Strain Hardening Material

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/94649
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    • Journal of Engineering Materials and Technology

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    contributor authorAkram Zahoor
    contributor authorPaul C. Paris
    date accessioned2017-05-08T23:11:17Z
    date available2017-05-08T23:11:17Z
    date copyrightJanuary, 1981
    date issued1981
    identifier issn0094-4289
    identifier otherJEMTA8-26880#46_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/94649
    description abstractAn analysis for crack instability in an elastic-plastic strain hardening material is presented which utilizes the J-integral and the tearing modulus parameter, T. A center-cracked panel of finite dimensions with Ramberg-Osgood material representation is analyzed for plane stress as well as plane strain. The analysis is applicable in the entire range of elastic-plastic loading from linear elastic to full yield. Crack instability is strongly influenced by the elastic compliance of the system, the conditions of plane stress or plane strain, and the hardening characteristics of the material. Numerical results indicate that if crack stability is ensured in a plane strain situation, then under the same circumstances a geometrically identical but plane stress panel will be stable.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleDuctile Tearing Instability of a Center-Cracked Panel of an Elastic-Plastic Strain Hardening Material
    typeJournal Paper
    journal volume103
    journal issue1
    journal titleJournal of Engineering Materials and Technology
    identifier doi10.1115/1.3224971
    journal fristpage46
    journal lastpage54
    identifier eissn1528-8889
    keywordsWork hardening
    keywordsFracture (Materials)
    keywordsPlane strain
    keywordsStress
    keywordsHardening
    keywordsStability AND Dimensions
    treeJournal of Engineering Materials and Technology:;1981:;volume( 103 ):;issue: 001
    contenttypeFulltext
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