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    A Numerical Static Friction Model for Spherical Contacts of Rough Surfaces, Influence of Load, Material, and Roughness

    Source: Journal of Tribology:;2009:;volume( 131 ):;issue: 002::page 21402
    Author:
    W. Wayne Chen
    ,
    Q. Jane Wang
    DOI: 10.1115/1.3063814
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The relative motion between two surfaces under a normal load is impeded by friction. Interfacial junctions are formed between surfaces of asperities, and sliding inception occurs when shear tractions in the entire contact area reach the shear strength of the weaker material and junctions are about to be separated. Such a process is known as a static friction mechanism. The numerical contact model of dissimilar materials developed by the authors is extended to evaluate the maximum tangential force (in terms of the static friction coefficient) that can be sustained by a rough surface contact. This model is based on the Boussinesq–Cerruti integral equations, which relate surface tractions to displacements. The materials are assumed to respond elastic perfectly plastically for simplicity, and the localized hardness and shear strength are set as the upper limits of contact pressure and shear traction, respectively. Comparisons of the numerical analysis results with published experimental data provide a validation of this model. Static friction coefficients are predicted for various material pairs in contact first, and then the behaviors of static friction involving rough surfaces are extensively investigated.
    keyword(s): Friction , Surface roughness , Stress , Shear (Mechanics) , Stiction , Force , Pressure , Traction AND Junctions ,
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      A Numerical Static Friction Model for Spherical Contacts of Rough Surfaces, Influence of Load, Material, and Roughness

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    http://yetl.yabesh.ir/yetl1/handle/yetl/142071
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    contributor authorW. Wayne Chen
    contributor authorQ. Jane Wang
    date accessioned2017-05-09T00:35:36Z
    date available2017-05-09T00:35:36Z
    date copyrightApril, 2009
    date issued2009
    identifier issn0742-4787
    identifier otherJOTRE9-28765#021402_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/142071
    description abstractThe relative motion between two surfaces under a normal load is impeded by friction. Interfacial junctions are formed between surfaces of asperities, and sliding inception occurs when shear tractions in the entire contact area reach the shear strength of the weaker material and junctions are about to be separated. Such a process is known as a static friction mechanism. The numerical contact model of dissimilar materials developed by the authors is extended to evaluate the maximum tangential force (in terms of the static friction coefficient) that can be sustained by a rough surface contact. This model is based on the Boussinesq–Cerruti integral equations, which relate surface tractions to displacements. The materials are assumed to respond elastic perfectly plastically for simplicity, and the localized hardness and shear strength are set as the upper limits of contact pressure and shear traction, respectively. Comparisons of the numerical analysis results with published experimental data provide a validation of this model. Static friction coefficients are predicted for various material pairs in contact first, and then the behaviors of static friction involving rough surfaces are extensively investigated.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Numerical Static Friction Model for Spherical Contacts of Rough Surfaces, Influence of Load, Material, and Roughness
    typeJournal Paper
    journal volume131
    journal issue2
    journal titleJournal of Tribology
    identifier doi10.1115/1.3063814
    journal fristpage21402
    identifier eissn1528-8897
    keywordsFriction
    keywordsSurface roughness
    keywordsStress
    keywordsShear (Mechanics)
    keywordsStiction
    keywordsForce
    keywordsPressure
    keywordsTraction AND Junctions
    treeJournal of Tribology:;2009:;volume( 131 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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