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    Effects of Preloading on Brittle Solids

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 001
    Author:
    Sunil Karnawat
    ,
    S. Yazdani
    DOI: 10.1061/(ASCE)0733-9399(2001)127:1(11)
    Publisher: American Society of Civil Engineers
    Abstract: A general theory that addresses the preloading effects on the strength of brittle solids as a consequence of the progressive cracking is developed within the framework of continuum damage mechanics theories. To accommodate the effects of rotation of the loading paths in the stress-strain behavior of the material, an effective damage parameter is defined. The rate of the damage parameter is obtained from the consistency condition of the loading (damage) surface. Based on the directionality of the loading paths, damage is stored in appropriate directions through the components of material compliance. The compliance and inelastic strain tensors are separated into tensile and compressive components to address the material behavior in damage modes I and II, respectively. Due to the lack of experimental data that assess the effects of orthogonal preloading, the model is compared with failure simulations published by the University of Colorado. Stiffness recovery upon load reversal, an important feature of brittle solids, is modeled by introducing an effective compliance tensor in mode I. Finally, to demonstrate the model's ability to replicate both proportional and nonproportional stress paths, it is compared against the experimental data.
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      Effects of Preloading on Brittle Solids

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    contributor authorSunil Karnawat
    contributor authorS. Yazdani
    date accessioned2017-05-08T22:39:22Z
    date available2017-05-08T22:39:22Z
    date copyrightJanuary 2001
    date issued2001
    identifier other%28asce%290733-9399%282001%29127%3A1%2811%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85268
    description abstractA general theory that addresses the preloading effects on the strength of brittle solids as a consequence of the progressive cracking is developed within the framework of continuum damage mechanics theories. To accommodate the effects of rotation of the loading paths in the stress-strain behavior of the material, an effective damage parameter is defined. The rate of the damage parameter is obtained from the consistency condition of the loading (damage) surface. Based on the directionality of the loading paths, damage is stored in appropriate directions through the components of material compliance. The compliance and inelastic strain tensors are separated into tensile and compressive components to address the material behavior in damage modes I and II, respectively. Due to the lack of experimental data that assess the effects of orthogonal preloading, the model is compared with failure simulations published by the University of Colorado. Stiffness recovery upon load reversal, an important feature of brittle solids, is modeled by introducing an effective compliance tensor in mode I. Finally, to demonstrate the model's ability to replicate both proportional and nonproportional stress paths, it is compared against the experimental data.
    publisherAmerican Society of Civil Engineers
    titleEffects of Preloading on Brittle Solids
    typeJournal Paper
    journal volume127
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2001)127:1(11)
    treeJournal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 001
    contenttypeFulltext
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