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    Shear Band Analysis in the Biaxial Test

    Source: International Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 005
    Author:
    J. A. Teunissen
    DOI: 10.1061/(ASCE)1532-3641(2008)8:5(311)
    Publisher: American Society of Civil Engineers
    Abstract: Simulation of a biaxial test by finite-element calculations may lead to unexpected localized deformations even for an elastic-perfect plastic Mohr–Coulomb model. The effects of localization lead to difficulties in computations. This paper describes a simple model for the strength development after occurrence of localization. The localization model describes the postfailure behavior assuming elastoplastic behavior inside the shear band and elastic behavior of the material outside the shear band. The resulting two nonlinear equilibrium equations are analyzed with a rigorous nonlinear scheme. The nonlinear equations show snap-through and snap-back behavior. Snap-back occurs due to energy release of unloading of the material outside the shear band. The simulations show that localization in shear bands is possible for orientations between the Roscoe and Mohr–Coulomb direction. Shear bands with orientations close to the Roscoe direction show a more gradual decrease of strength in comparison to bands with orientations close to the Coulomb direction. The flexibility of the shear band is shown to be important for postbifurcation behavior.
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      Shear Band Analysis in the Biaxial Test

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    contributor authorJ. A. Teunissen
    date accessioned2017-05-08T21:32:06Z
    date available2017-05-08T21:32:06Z
    date copyrightSeptember 2008
    date issued2008
    identifier other%28asce%291532-3641%282008%298%3A5%28311%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/55170
    description abstractSimulation of a biaxial test by finite-element calculations may lead to unexpected localized deformations even for an elastic-perfect plastic Mohr–Coulomb model. The effects of localization lead to difficulties in computations. This paper describes a simple model for the strength development after occurrence of localization. The localization model describes the postfailure behavior assuming elastoplastic behavior inside the shear band and elastic behavior of the material outside the shear band. The resulting two nonlinear equilibrium equations are analyzed with a rigorous nonlinear scheme. The nonlinear equations show snap-through and snap-back behavior. Snap-back occurs due to energy release of unloading of the material outside the shear band. The simulations show that localization in shear bands is possible for orientations between the Roscoe and Mohr–Coulomb direction. Shear bands with orientations close to the Roscoe direction show a more gradual decrease of strength in comparison to bands with orientations close to the Coulomb direction. The flexibility of the shear band is shown to be important for postbifurcation behavior.
    publisherAmerican Society of Civil Engineers
    titleShear Band Analysis in the Biaxial Test
    typeJournal Paper
    journal volume8
    journal issue5
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)1532-3641(2008)8:5(311)
    treeInternational Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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