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    A Reconstruction and Contact Analysis Method of Three-Dimensional Rough Surface Based on Ellipsoidal Asperity

    Source: Journal of Tribology:;2020:;volume( 142 ):;issue: 004
    Author:
    Wen, Yuqin
    ,
    Tang, Jinyuan
    ,
    Zhou, Wei
    ,
    Li, Lin
    DOI: 10.1115/1.4045633
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The 3D rough surface modeling and contact analysis is a difficult problem in the study of rough surface contact. In this paper, a new method for reconstruction and contact analysis of asperities on 3D rough surfaces is proposed based on real rough surfaces. Watershed algorithm is used to segment and determine the area of asperities on the rough surface. According to the principle of minimum mean square error, ellipsoid fitting is carried out on asperities. Based on the elastic-plastic contact model of a single ellipsoidal asperity, a stable and efficient method for 3D rough surface contact analysis and calculation is proposed. Compared with existing calculating methods, the present method has the following characteristics: (1) the constructed surface asperity is closer to the real asperity in contact, and the calculation of asperity parameters has better stability under different sampling intervals and (2) the contact pressure, contact area, and other contact parameters of the 3D rough surface are calculated with high accuracy and efficiency, and the calculation convergence is desirable. The reconstruction and contact analysis method of the 3D rough surface asperity proposed in this paper provides a more accurate reconstruction and calculation method for the study of contact fatigue life and wear failure of rough surfaces.
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      A Reconstruction and Contact Analysis Method of Three-Dimensional Rough Surface Based on Ellipsoidal Asperity

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4274231
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    contributor authorWen, Yuqin
    contributor authorTang, Jinyuan
    contributor authorZhou, Wei
    contributor authorLi, Lin
    date accessioned2022-02-04T14:43:09Z
    date available2022-02-04T14:43:09Z
    date copyright2020/01/23/
    date issued2020
    identifier issn0742-4787
    identifier othertrib_142_4_041502.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4274231
    description abstractThe 3D rough surface modeling and contact analysis is a difficult problem in the study of rough surface contact. In this paper, a new method for reconstruction and contact analysis of asperities on 3D rough surfaces is proposed based on real rough surfaces. Watershed algorithm is used to segment and determine the area of asperities on the rough surface. According to the principle of minimum mean square error, ellipsoid fitting is carried out on asperities. Based on the elastic-plastic contact model of a single ellipsoidal asperity, a stable and efficient method for 3D rough surface contact analysis and calculation is proposed. Compared with existing calculating methods, the present method has the following characteristics: (1) the constructed surface asperity is closer to the real asperity in contact, and the calculation of asperity parameters has better stability under different sampling intervals and (2) the contact pressure, contact area, and other contact parameters of the 3D rough surface are calculated with high accuracy and efficiency, and the calculation convergence is desirable. The reconstruction and contact analysis method of the 3D rough surface asperity proposed in this paper provides a more accurate reconstruction and calculation method for the study of contact fatigue life and wear failure of rough surfaces.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Reconstruction and Contact Analysis Method of Three-Dimensional Rough Surface Based on Ellipsoidal Asperity
    typeJournal Paper
    journal volume142
    journal issue4
    journal titleJournal of Tribology
    identifier doi10.1115/1.4045633
    page41502
    treeJournal of Tribology:;2020:;volume( 142 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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