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    The Contact Problem at Delamination

    Source: Journal of Applied Mechanics:;1995:;volume( 062 ):;issue: 004::page 989
    Author:
    A. E. Giannakopoulos
    ,
    K.-F. Nilsson
    ,
    G. Tsamasphyros
    DOI: 10.1115/1.2896034
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The important phenomenon of delamination buckling is examined subjected to the condition of frictionless contact. Buckled delamination is examined in particular, because in-plane compressive loading is typical and detrimental. Two types of contact can be distinguished, local and global. The latter may occur everywhere in the plate while the local contact is limited to the crack front (negative KI stress intensity factors). Both local and global contact conditions were considered using a finite element scheme which employed nonlinear plate theory. The global contact problem is formulated as it appears in post-buckling of delamination. The case of simultaneous buckling and contact is also addressed in this paper. Two particularly interesting examples of thin film delaminations are presented. In the first, the contact at buckling is due to the material anisotropy. In this case the bucking load and the post-bucking analysis were very well supported by experiments. In the second example, contact at buckling arises because of a pin that holds down the delaminated layer at its center. The treated cases indicated that contact may significantly affect the fracture parameters along the delamination front, and is, therefore, important for delamination arrest.
    keyword(s): Delamination , Buckling , Stress , Anisotropy , Finite element analysis , Fracture (Process) AND Thin films ,
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      The Contact Problem at Delamination

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/114774
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    • Journal of Applied Mechanics

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    contributor authorA. E. Giannakopoulos
    contributor authorK.-F. Nilsson
    contributor authorG. Tsamasphyros
    date accessioned2017-05-08T23:46:17Z
    date available2017-05-08T23:46:17Z
    date copyrightDecember, 1995
    date issued1995
    identifier issn0021-8936
    identifier otherJAMCAV-26366#989_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/114774
    description abstractThe important phenomenon of delamination buckling is examined subjected to the condition of frictionless contact. Buckled delamination is examined in particular, because in-plane compressive loading is typical and detrimental. Two types of contact can be distinguished, local and global. The latter may occur everywhere in the plate while the local contact is limited to the crack front (negative KI stress intensity factors). Both local and global contact conditions were considered using a finite element scheme which employed nonlinear plate theory. The global contact problem is formulated as it appears in post-buckling of delamination. The case of simultaneous buckling and contact is also addressed in this paper. Two particularly interesting examples of thin film delaminations are presented. In the first, the contact at buckling is due to the material anisotropy. In this case the bucking load and the post-bucking analysis were very well supported by experiments. In the second example, contact at buckling arises because of a pin that holds down the delaminated layer at its center. The treated cases indicated that contact may significantly affect the fracture parameters along the delamination front, and is, therefore, important for delamination arrest.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleThe Contact Problem at Delamination
    typeJournal Paper
    journal volume62
    journal issue4
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.2896034
    journal fristpage989
    journal lastpage996
    identifier eissn1528-9036
    keywordsDelamination
    keywordsBuckling
    keywordsStress
    keywordsAnisotropy
    keywordsFinite element analysis
    keywordsFracture (Process) AND Thin films
    treeJournal of Applied Mechanics:;1995:;volume( 062 ):;issue: 004
    contenttypeFulltext
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