A Solution for the Contact Problem of Free Rolling on a Rigid Foundation of a Cylindrical Body with a Deformable Rim

被引:1
|
作者
Kadnianka, E. V. [1 ]
Shil'ko, S. V. [2 ]
Chernous, D. A. [3 ]
机构
[1] JSC Soligorsk Inst Resour?es Saving Problems Pilot, Soligorsk 223710, BELARUS
[2] Natl Acad Sci Belarus, Met Polymer Res Inst, Gomel 246050, BELARUS
[3] Belorusian State Univ Transport, Gomel 246653, BELARUS
关键词
rolling bearing; deformable rim; friction; contact stresses; adhesion and slip zones; asymptotic approximation; stress tensor intensity; LAYERS;
D O I
10.3103/S1068366624700016
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The contact problem of free rolling on a rigid foundation of a cylindrical body consisting of a non-deformable central part and an elastic rim is considered. A technique for an analytical solution is developed on the basis of a second-order asymptotic approximation. The contact interaction of the composite body with a non-deformable foundation under the action of a vertical force is investigated as a calculation example assuming a small rolling resistance moment. The calculated distributions of normal and tangential contact stresses, the distribution of the stress tensor intensity in the rim near the contact area, and the "force-displacement" dependence are obtained. These data are compared with the estimates obtained by the authors on the basis of finite element modeling and the results of using an alternative version of the asymptotic approximation. A conclusion is made about the advantages of the developed technique in comparison with the known asymptotic approach in terms of the accuracy of calculating the contact parameters and the simplicity of the applied mathematical apparatus. It is shown that the maximum of the stress tensor intensity is localized on the line of action of the vertical force (axis of symmetry) for a deformable rim material with Poisson's ratio nu less than 0.4 and on the inner surface of the rim near the boundary of the adhesion and slip zones for nu > 0.4. The data derived are used to analyze the loading of roller interfaces of mining equipment.
引用
收藏
页码:1 / 8
页数:8
相关论文
共 50 条
  • [21] Free and forced vibration of a cantilever beam contacting with a rigid cylindrical foundation
    Fung, RF
    Chen, CC
    JOURNAL OF SOUND AND VIBRATION, 1997, 202 (02) : 161 - 185
  • [22] GENERAL SOLUTION OF THE RIGID BODY IMPACT PROBLEM
    HERZL, GG
    AIAA JOURNAL, 1964, 2 (05) : 959 - 961
  • [23] THE LINDSTEDT SOLUTION FOR A TORQUE FREE RIGID BODY
    Melvin, Peter J.
    THE F. LANDIS MARKLEY ASTRONAUTICS SYMPOSIUM, 2008, 132 : 605 - 624
  • [24] FREE MOTIONS OF A QUASI-SPHERICAL DEFORMABLE RIGID BODY.
    Denisov, G.G.
    Novikov, V.V.
    Mechanics of solids, 1983, 18 (03) : 42 - 49
  • [25] THERMOELASTIC CONTACT BETWEEN A ROLLING RIGID INDENTER AND A DAMAGED ELASTIC BODY
    GOSHIMA, T
    KEER, LM
    JOURNAL OF TRIBOLOGY-TRANSACTIONS OF THE ASME, 1990, 112 (02): : 382 - 391
  • [26] STATEMENT AND SOLUTION OF A CONTACT PROBLEM FOR AN INFINITELY LONG CYLINDRICAL-SHELL, CLAMPED BETWEEN RIGID IRON RINGS
    PELEKH, BL
    SUKHOROL.MA
    DOPOVIDI AKADEMII NAUK UKRAINSKOI RSR SERIYA A-FIZIKO-MATEMATICHNI TA TECHNICHNI NAUKI, 1974, (06): : 553 - 557
  • [27] Frictional moving contact problem for a layer indented by a rigid cylindrical punch
    İsa Çömez
    Archive of Applied Mechanics, 2017, 87 : 1993 - 2002
  • [28] AN AXISYMMETRICAL CONTACT PROBLEM OF AN ELASTIC LAYER ON A RIGID BASE WITH A CYLINDRICAL HOLE
    HARA, T
    AKIYAMA, T
    SHIBUYA, T
    KOIZUMI, T
    JSME INTERNATIONAL JOURNAL SERIES I-SOLID MECHANICS STRENGTH OF MATERIALS, 1990, 33 (04): : 461 - 467
  • [29] Frictional moving contact problem for a layer indented by a rigid cylindrical punch
    Comez, Isa
    ARCHIVE OF APPLIED MECHANICS, 2017, 87 (12) : 1993 - 2002
  • [30] The contact problem of the functionally graded layer resting on rigid foundation pressed via rigid punch
    Yaylaci, Murat
    Abanoz, Merve
    Yaylaci, Ecren Uzun
    Olmez, Hasan
    Sekban, Dursun Murat
    Birinci, Ahmet
    STEEL AND COMPOSITE STRUCTURES, 2022, 43 (05): : 661 - 672