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    Relation between Global Damage Indices and Local Stiffness Degradation

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 005
    Author:
    Edmondo DiPasquale
    ,
    Jiann‐Wen Ju
    ,
    Attila Askar
    ,
    Ahmet S. Çakmak
    DOI: 10.1061/(ASCE)0733-9445(1990)116:5(1440)
    Publisher: American Society of Civil Engineers
    Abstract: Global damage indices based on equivalent modal parameters are defined using the vibrational parameters of an equivalent linear structure. In continuum mechanics‐based damage models, effects of the growth and coalescence of microcracks are accounted for through the definition of an internal or local damage variable. Damage to engineering materials essentially results in a decrease of the free energy stored in the body with consequent degradation of the material stiffness. It is shown that parameter‐based global damage indices can be related to local damage variables through operations of averaging over the body volume. The relationship obtained is applied to the case of numerical simulations of damage events as well as to the case of actual structures tested on shaking tables. Some results are also presented, relating parameter‐based global damage indices to averages in space and time of local plastic strain.
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      Relation between Global Damage Indices and Local Stiffness Degradation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/30856
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    contributor authorEdmondo DiPasquale
    contributor authorJiann‐Wen Ju
    contributor authorAttila Askar
    contributor authorAhmet S. Çakmak
    date accessioned2017-05-08T20:53:47Z
    date available2017-05-08T20:53:47Z
    date copyrightMay 1990
    date issued1990
    identifier other%28asce%290733-9445%281990%29116%3A5%281440%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30856
    description abstractGlobal damage indices based on equivalent modal parameters are defined using the vibrational parameters of an equivalent linear structure. In continuum mechanics‐based damage models, effects of the growth and coalescence of microcracks are accounted for through the definition of an internal or local damage variable. Damage to engineering materials essentially results in a decrease of the free energy stored in the body with consequent degradation of the material stiffness. It is shown that parameter‐based global damage indices can be related to local damage variables through operations of averaging over the body volume. The relationship obtained is applied to the case of numerical simulations of damage events as well as to the case of actual structures tested on shaking tables. Some results are also presented, relating parameter‐based global damage indices to averages in space and time of local plastic strain.
    publisherAmerican Society of Civil Engineers
    titleRelation between Global Damage Indices and Local Stiffness Degradation
    typeJournal Paper
    journal volume116
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1990)116:5(1440)
    treeJournal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 005
    contenttypeFulltext
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