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    Pressure Sensitive Nonassociative Plasticity Model for DRA Composites

    Source: Journal of Engineering Materials and Technology:;2007:;volume( 129 ):;issue: 002::page 255
    Author:
    Xin Lei
    ,
    Cliff J. Lissenden
    DOI: 10.1115/1.2400273
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Discontinuously reinforced aluminum (DRA) is currently used where design considerations include specific stiffness, tailorable coefficient of thermal expansion, or wear resistance. Plastic deformation plays a role in failures due to low cycle fatigue or simple ductile overload. DRA is known to exhibit pressure dependent yielding. Plastic deformation in metals is widely regarded to be incompressible, or very nearly so. A continuum plasticity model is developed that includes a Drucker–Prager pressure dependent yield function, plastic incompressibility via a nonassociative Prandtl–Reuss flow rule, and a generalized Armstrong–Frederick kinematic hardening law. The model is implemented using a return mapping algorithm with backward Euler integration for stability and the Newton method to determine the plastic multiplier. Material parameters are characterized from uniaxial tension and uniaxial compression experimental results. Model predictions are compared to experimental results for a nonproportional compression–shear load path. The tangent stiffness tensor is nonsymmetric because the flow rule is not associated with the yield function, which means that the commonly used algorithms that require symmetric matrices cannot be used with this material model. Model correlations with tension and compression loadings are excellent. Model predictions of shear and nonproportional compression–shear loadings are reasonably good. The nonassociative flow rule could not be validated by comparison of the plastic strain rate direction with the yield function and the flow potential due to scatter in the experimental results. The model is capable of predicting the material response obtained in the experiments, but additional validation is necessary for the condition of high hydrostatic pressure.
    keyword(s): Pressure , Flow (Dynamics) , Plasticity , Stress , Algorithms , Stiffness , Hardening , Equations , Compression , Tension , Shear (Mechanics) , Composite materials AND Tensors ,
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      Pressure Sensitive Nonassociative Plasticity Model for DRA Composites

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    http://yetl.yabesh.ir/yetl1/handle/yetl/135853
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    • Journal of Engineering Materials and Technology

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    contributor authorXin Lei
    contributor authorCliff J. Lissenden
    date accessioned2017-05-09T00:23:56Z
    date available2017-05-09T00:23:56Z
    date copyrightApril, 2007
    date issued2007
    identifier issn0094-4289
    identifier otherJEMTA8-27095#255_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/135853
    description abstractDiscontinuously reinforced aluminum (DRA) is currently used where design considerations include specific stiffness, tailorable coefficient of thermal expansion, or wear resistance. Plastic deformation plays a role in failures due to low cycle fatigue or simple ductile overload. DRA is known to exhibit pressure dependent yielding. Plastic deformation in metals is widely regarded to be incompressible, or very nearly so. A continuum plasticity model is developed that includes a Drucker–Prager pressure dependent yield function, plastic incompressibility via a nonassociative Prandtl–Reuss flow rule, and a generalized Armstrong–Frederick kinematic hardening law. The model is implemented using a return mapping algorithm with backward Euler integration for stability and the Newton method to determine the plastic multiplier. Material parameters are characterized from uniaxial tension and uniaxial compression experimental results. Model predictions are compared to experimental results for a nonproportional compression–shear load path. The tangent stiffness tensor is nonsymmetric because the flow rule is not associated with the yield function, which means that the commonly used algorithms that require symmetric matrices cannot be used with this material model. Model correlations with tension and compression loadings are excellent. Model predictions of shear and nonproportional compression–shear loadings are reasonably good. The nonassociative flow rule could not be validated by comparison of the plastic strain rate direction with the yield function and the flow potential due to scatter in the experimental results. The model is capable of predicting the material response obtained in the experiments, but additional validation is necessary for the condition of high hydrostatic pressure.
    publisherThe American Society of Mechanical Engineers (ASME)
    titlePressure Sensitive Nonassociative Plasticity Model for DRA Composites
    typeJournal Paper
    journal volume129
    journal issue2
    journal titleJournal of Engineering Materials and Technology
    identifier doi10.1115/1.2400273
    journal fristpage255
    journal lastpage264
    identifier eissn1528-8889
    keywordsPressure
    keywordsFlow (Dynamics)
    keywordsPlasticity
    keywordsStress
    keywordsAlgorithms
    keywordsStiffness
    keywordsHardening
    keywordsEquations
    keywordsCompression
    keywordsTension
    keywordsShear (Mechanics)
    keywordsComposite materials AND Tensors
    treeJournal of Engineering Materials and Technology:;2007:;volume( 129 ):;issue: 002
    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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