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    Energy-Based Cohesive Crack Propagation Modeling

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 012
    Author:
    Ming Xie
    ,
    Walter H. Gerstle
    DOI: 10.1061/(ASCE)0733-9399(1995)121:12(1349)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an energy-based approach for the finite-element modeling of mixed-mode cohesive crack propagation. This approach predicts the propagation of a quasistatic cohesive crack based on the principle of energy conservation. The crack propagation direction is assumed to be perpendicular to the direction of the maximum tensile principal stress at the cohesive crack tip. A generalized virtual crack-extension technique including the cohesive crack model is used to efficiently evaluate the crack propagation condition. The energy-based approach is both theoretically more fundamental and numerically more accurate than the commonly used strength-based cohesive crack modeling approach. A two-dimensional automatic mixed-mode discrete crack propagation modeling program has been developed that is capable of modeling both nonlinear and linear elastic crack propagation problems. The numerical efficiency and convergence behavior of the present approach are demonstrated through two example problems: a three-point bend beam and a single edge-notched shear beam.
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      Energy-Based Cohesive Crack Propagation Modeling

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    http://yetl.yabesh.ir/yetl1/handle/yetl/84174
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    contributor authorMing Xie
    contributor authorWalter H. Gerstle
    date accessioned2017-05-08T22:37:31Z
    date available2017-05-08T22:37:31Z
    date copyrightDecember 1995
    date issued1995
    identifier other%28asce%290733-9399%281995%29121%3A12%281349%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84174
    description abstractThis paper presents an energy-based approach for the finite-element modeling of mixed-mode cohesive crack propagation. This approach predicts the propagation of a quasistatic cohesive crack based on the principle of energy conservation. The crack propagation direction is assumed to be perpendicular to the direction of the maximum tensile principal stress at the cohesive crack tip. A generalized virtual crack-extension technique including the cohesive crack model is used to efficiently evaluate the crack propagation condition. The energy-based approach is both theoretically more fundamental and numerically more accurate than the commonly used strength-based cohesive crack modeling approach. A two-dimensional automatic mixed-mode discrete crack propagation modeling program has been developed that is capable of modeling both nonlinear and linear elastic crack propagation problems. The numerical efficiency and convergence behavior of the present approach are demonstrated through two example problems: a three-point bend beam and a single edge-notched shear beam.
    publisherAmerican Society of Civil Engineers
    titleEnergy-Based Cohesive Crack Propagation Modeling
    typeJournal Paper
    journal volume121
    journal issue12
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1995)121:12(1349)
    treeJournal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 012
    contenttypeFulltext
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