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Research Article | Open Access

Approximate contact solutions for non-axisymmetric homogeneous and power-law graded elastic bodies: A practical tool for design engineers and tribologists

Institute of Mechanics, Technische Universität Berlin, Berlin 10623, Germany
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Abstract

In two recent papers, approximate solutions for compact non-axisymmetric contact problems of homogeneous and power-law graded elastic bodies have been suggested, which provide explicit analytical relations for the force–approach relation, the size and the shape of the contact area, as well as for the pressure distribution therein. These solutions were derived for profiles, which only slightly deviate from the axisymmetric shape. In the present paper, they undergo an extensive testing and validation by comparison of solutions with a great variety of profile shapes with numerical solutions obtained by the fast Fourier transform (FFT)-assisted boundary element method (BEM). Examples are given with quite significant deviations from axial symmetry and show surprisingly good agreement with numerical solutions.

References

[1]
Hertz H. Über die Berührung fester elastischer Körper. J Reine Angew Math 92: 156171 (1882) (in German)
[2]
Popova E, Popov V L. Ludwig Föppl and Gerhard Schubert: Unknown classics of contact mechanics. Z Angew Math Me 100(9): e202000203 (2020)
[3]
Föppl L. Elastische beanspruchung des erdbodens unter fundamenten. Forschung auf dem Gebiet des Ingenieurwesens A 12(1): 3139 (1941) (in German)
[4]
Schubert G. Zur frage der druckverteilung unter elastisch gelagerten tragwerken. Ing Arch 13(3): 132147 (1942) (in German)
[5]
Sneddon I N. The relation between load and penetration in the axisymmetric Boussinesq problem for a punch of arbitrary profile. Int J Eng Sci 3(1): 4757 (1965)
[6]
Barber J R, Billings D A. An approximate solution for the contact area and elastic compliance of a smooth punch of arbitrary shape. Int J Mech Sci 32(12): 991997 (1990)
[7]
Shield R T. Load–displacement relations for elastic bodies. Z Angew Math Phys 18(5): 682693 (1967)
[8]
Barber J R. Determining the contact area in elastic-indentation problems. J Strain Anal Eng 9(4): 230232 (1974)
[9]
Popov V L. An approximate solution for the contact problem of profiles slightly deviating from axial symmetry. Symmetry 14(2): 390 (2022)
[10]
Popov V L. Correction: Popov, V.L. An approximate solution for the contact problem of profiles slightly deviating from axial symmetry. Symmetry 2022, 14, 390. Symmetry 14(10): 2108 (2022)
[11]
Cattaneo C. Sul contatto de due corpi elastici: Distribuzione locale deglisforzi. Rendiconti dell Accademia Nazionale dei Lincei 27: 342–348 (434–436, 474–478) (1938) (in Italian)
[12]
Mindlin R D. Compliance of elastic bodies in contact. J Appl Mech 16(3): 259268 (1949)
[13]
Fabrikant V I. Flat punch of arbitrary shape on an elastic half-space. Int J Eng Sci 24(11): 17311740 (1986)
[14]
Willert E. On Boussinesq’s problem for a power-law graded elastic half-space on elliptical and general contact domains. Materials 16(12): 4364 (2023)
[15]
Mossakovskii V I. Compression of elastic bodies under conditions of adhesion (axisymmetric case). J Appl Math Mech 27(3): 630643 (1963)
[16]
Barber J R. Contact Mechanics. Cham (Switzerland): Springer Cham, 2018.
[17]
Booker J R, Balaam N P, Davis E H. The behaviour of an elastic non-homogeneous half-space. Part II—Circular and strip footings. Int J Numer Anal Met 9(4): 369381 (1985)
[18]
Popov V L, Heß M, Willert E. Handbook of Contact Mechanics: Exact Solutions of Axisymmetric Contact Problems. Berlin (Germany): Springer Berlin Heidelberg, 2019.
[19]
Popov V L, Heß M. Method of Dimensionality Reduction in Contact Mechanics and Friction. Berlin (Germany): Springer Berlin Heidelberg, 2015.
[20]
Pohrt R, Li Q. Complete boundary element formulation for normal and tangential contact problems. Phys Mesomech 17(4): 334340 (2014)
[21]
Li Q, Popov V L. Boundary element method for normal non-adhesive and adhesive contacts of power-law graded elastic materials. Comput Mech 61(3): 319329 (2018)
[22]
Lee E H. Stress analysis in visco-elastic bodies. Q Appl Math 13(2): 183190 (1955)
[23]
Khazanovich L. The elastic-viscoelastic correspondence principle for non-homogeneous materials with time translation non-invariant properties. Int J Solids Struct 45(17): 47394747 (2008)
[24]
Jäger J. A new principle in contact mechanics. J Tribol 120(4): 677684 (1998)
[25]
Ciavarella M. The generalized Cattaneo partial slip plane contact problem. I—Theory. Int J Solids Struct 35(18): 23492362 (1998)
[26]
Ciavarella M. Tangential loading of general three-dimensional contacts. J Appl Mech 65(4): 9981003 (1998)
[27]
Paggi M, Pohrt R, Popov V L. Partial-slip frictional response of rough surfaces. Sci Rep 4: 5178 (2014)
Friction
Pages 340-355
Cite this article:
POPOV VL, LI Q, WILLERT E. Approximate contact solutions for non-axisymmetric homogeneous and power-law graded elastic bodies: A practical tool for design engineers and tribologists. Friction, 2024, 12(2): 340-355. https://doi.org/10.1007/s40544-023-0785-z

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Received: 17 February 2023
Revised: 13 April 2023
Accepted: 31 May 2023
Published: 24 August 2023
© The author(s) 2023.

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