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    A Simple Model for Stable Cyclic Stress-Strain Relationship of Type 304 Stainless Steel Under Nonproportional Loading

    Source: Journal of Engineering Materials and Technology:;2000:;volume( 122 ):;issue: 001::page 1
    Author:
    Takamoto Itoh
    ,
    Xu Chen
    ,
    Toshimitsu Nakagawa
    ,
    Masao Sakane
    DOI: 10.1115/1.482758
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper proposes a simple two-surface model for cyclic incremental plasticity based on combined Mroz and Ziegler kinematic hardening rules under nonproportional loading. The model has only seven material constants and a nonproportional factor which describes the degree of additional hardening. Cyclic loading experiments with fourteen strain paths were conducted using Type 304 stainless steel. The simulation has shown that the model was precise enough to calculate the stable cyclic stress-strain relationship under nonproportional loadings. [S0094-4289(00)00101-8]
    keyword(s): Plasticity , Stress , Hardening , Shear (Mechanics) , Stress-strain relations , Stainless steel , Low cycle fatigue AND Equations ,
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      A Simple Model for Stable Cyclic Stress-Strain Relationship of Type 304 Stainless Steel Under Nonproportional Loading

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/123786
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    contributor authorTakamoto Itoh
    contributor authorXu Chen
    contributor authorToshimitsu Nakagawa
    contributor authorMasao Sakane
    date accessioned2017-05-09T00:02:34Z
    date available2017-05-09T00:02:34Z
    date copyrightJanuary, 2000
    date issued2000
    identifier issn0094-4289
    identifier otherJEMTA8-27003#1_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/123786
    description abstractThis paper proposes a simple two-surface model for cyclic incremental plasticity based on combined Mroz and Ziegler kinematic hardening rules under nonproportional loading. The model has only seven material constants and a nonproportional factor which describes the degree of additional hardening. Cyclic loading experiments with fourteen strain paths were conducted using Type 304 stainless steel. The simulation has shown that the model was precise enough to calculate the stable cyclic stress-strain relationship under nonproportional loadings. [S0094-4289(00)00101-8]
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Simple Model for Stable Cyclic Stress-Strain Relationship of Type 304 Stainless Steel Under Nonproportional Loading
    typeJournal Paper
    journal volume122
    journal issue1
    journal titleJournal of Engineering Materials and Technology
    identifier doi10.1115/1.482758
    journal fristpage1
    journal lastpage9
    identifier eissn1528-8889
    keywordsPlasticity
    keywordsStress
    keywordsHardening
    keywordsShear (Mechanics)
    keywordsStress-strain relations
    keywordsStainless steel
    keywordsLow cycle fatigue AND Equations
    treeJournal of Engineering Materials and Technology:;2000:;volume( 122 ):;issue: 001
    contenttypeFulltext
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