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    Mechanics of Bimaterial Interface: Shear Deformable Split Bilayer Beam Theory and Fracture

    Source: Journal of Applied Mechanics:;2005:;volume( 072 ):;issue: 005::page 674
    Author:
    Jialai Wang
    ,
    Pizhong Qiao
    DOI: 10.1115/1.1978920
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A bi-material or bi-layer system is a common configuration in structural applications, and it is usually manufactured by monolithically forming the two parts together. Interlaminar delamination is one of the most popular failure modes in this type of layered structures. A split bi-material beam is resulted from the delamination of a bi-layer structure. Requirement of effective analysis of the split beam is encountered frequently, such as the delamination buckling of laminated composites (1), data reduction technique of fracture tests (2), crack identification (3), and vibration analysis of delaminated structures (4). Conventional analysis of split beam in the literature simulates the cracked segment of the beam as two separate beams and the uncracked segment as one composite beam. At the connection of the cracked and uncracked segments where a joint is formed to connect three beams, the cross sections of the three beams are assumed to remain in one plane and perpendicular to the mid-plane of the virgin beam. This conventional model neglects the elastic deformation of the joint, such as the root rotation at the crack tip (5) and thus forms a rigid connector. Extra errors are introduced, and unfavorable results are obtained by this conventional split beam model, such as the unconservative loading of delamination buckling of composites (6), under-evaluated energy release rate of fracture (5), and rough dynamic analysis at the crack tip (3). The reason for this unfavorable feature of the available split beam model is explained by the nature of the assumptions used in the beam model, which are unable to describe the severe local deformation at the crack tip of the split beam. In the cases where the local deformation is of no interest or of little importance, the conventional split beam model is applicable; however, in the cases where the local deformation is significant, a new and improved model is required to account for the deformation at the crack tip.
    keyword(s): Shear (Mechanics) , Fracture (Process) , Deformation , Composite building materials , Rotation , Shear deformation , Delamination , Buckling AND Equations ,
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      Mechanics of Bimaterial Interface: Shear Deformable Split Bilayer Beam Theory and Fracture

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    http://yetl.yabesh.ir/yetl1/handle/yetl/131172
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    • Journal of Applied Mechanics

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    contributor authorJialai Wang
    contributor authorPizhong Qiao
    date accessioned2017-05-09T00:15:00Z
    date available2017-05-09T00:15:00Z
    date copyrightSeptember, 2005
    date issued2005
    identifier issn0021-8936
    identifier otherJAMCAV-26593#674_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/131172
    description abstractA bi-material or bi-layer system is a common configuration in structural applications, and it is usually manufactured by monolithically forming the two parts together. Interlaminar delamination is one of the most popular failure modes in this type of layered structures. A split bi-material beam is resulted from the delamination of a bi-layer structure. Requirement of effective analysis of the split beam is encountered frequently, such as the delamination buckling of laminated composites (1), data reduction technique of fracture tests (2), crack identification (3), and vibration analysis of delaminated structures (4). Conventional analysis of split beam in the literature simulates the cracked segment of the beam as two separate beams and the uncracked segment as one composite beam. At the connection of the cracked and uncracked segments where a joint is formed to connect three beams, the cross sections of the three beams are assumed to remain in one plane and perpendicular to the mid-plane of the virgin beam. This conventional model neglects the elastic deformation of the joint, such as the root rotation at the crack tip (5) and thus forms a rigid connector. Extra errors are introduced, and unfavorable results are obtained by this conventional split beam model, such as the unconservative loading of delamination buckling of composites (6), under-evaluated energy release rate of fracture (5), and rough dynamic analysis at the crack tip (3). The reason for this unfavorable feature of the available split beam model is explained by the nature of the assumptions used in the beam model, which are unable to describe the severe local deformation at the crack tip of the split beam. In the cases where the local deformation is of no interest or of little importance, the conventional split beam model is applicable; however, in the cases where the local deformation is significant, a new and improved model is required to account for the deformation at the crack tip.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleMechanics of Bimaterial Interface: Shear Deformable Split Bilayer Beam Theory and Fracture
    typeJournal Paper
    journal volume72
    journal issue5
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.1978920
    journal fristpage674
    journal lastpage682
    identifier eissn1528-9036
    keywordsShear (Mechanics)
    keywordsFracture (Process)
    keywordsDeformation
    keywordsComposite building materials
    keywordsRotation
    keywordsShear deformation
    keywordsDelamination
    keywordsBuckling AND Equations
    treeJournal of Applied Mechanics:;2005:;volume( 072 ):;issue: 005
    contenttypeFulltext
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