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Two Contact Problems for Annular Rigid Stamp on an Elastic Half Space

https://doi.org/10.21122/2227-1031-2018-17-6-458-464

Abstract

The paper presents solutions of two contact problems for the annular plate die on an elastic half-space under the action of axisymmetrically applied force and moment. Such problems usually arise in the calculation of rigid foundations with the sole of the annular shape in chimneys, cooling towers, water towers and other high-rise buildings on the wind load and the load from its own weight. Both problems are formulated in the form of triple integral equations, which are reduced to one integral equation by the method of substitution. In the case of the axisymmetric problem, the kernel of the integral equation depends on the product of three Bessel functions. Using the formula to represent two Bessel functions in the form of a double row on the works of hypergeometric functions Bessel function, the problem reduces to a functional equation that connects the movement of the stamp with the unknown coefficients of the distribution of contact stresses. The resulting functional equation is reduced to an infinite system of linear algebraic equations, which is solved by truncation. Under the action of a moment on the annular plate  die, the distribution of contact stresses is searched as a series by the products of the Legendre attached functions with a weight corresponding to the features in the contact stresses at the die edges. Using the spectral G. Ya. Popov ratio for the ring plate, the problem is again reduced to an infinite system of linear algebraic equations, which is also solved by the truncation method. Two examples of calculations for an annular plate die on an elastic half-space on the action of axisymmetrically applied force and moment are given. A comparison of the results of calculations on the proposed approach with the results for the round stamp and for the annular  stamp with the solutions of other authors is made.

About the Author

S. V. Bosakov
Belarusian National Technical University
Belarus

Address for correspondence: Bosakov Siarhei V. – Belarusian National Technical University, 150 Nezavisimosty Ave., 220114, Minsk, Republic of Belarus. Tel: +375 17 265-97-28    ftk75@bntu.by

 



References

1. Zhemochkin B. N. (1938) Calculation of Round Plates on Elastic Foundation for Symmetrical Load. Moscow, Publishing House of Military Engineering Academy named for V. V. Kuybyshev of Workers’ and Peasants’ Red Army. 135 (in Russian).

2. Egorov K. E. (1958) On the Problem Pertaining to Calculation of Bed Under Foundation with Foot of Circular Shape. Collected Papers of Research Institute of Bases and Underground Structures (NIIOSP). Iss. 34. Mechanics of Soils. Moscow, Publishing House Gosstroyizdat, 34–57 (in Russian).

3. Gubenko V. S. (1960) Pressure of Axisymmetric Circular Die on Elastic Layer and Half-Space. Izvestiya Akademii Nauk SSSR. Otdelenie Tekhnicheskikh Nauk. Mekhanika i Mashinostroenie [Proceedings of the USSR Academy of Sciences, Department of Engineering Sciences, Mechanics and Mechanical Engineering], (3), 60–64 (in Russian).

4. Egorov K. E. (1965) Calculation of Beds Under Foundation with Foot of Circular Shape. Doklady k VI Mezhdunarodnomu Kongressu po Mekhanike Gruntov i Fundamentostroeniyu [Reports for VIth International Congress on Soil Mechanics and Foundation Engineering] Moscow, Publishing House Stroyizdat, 74–82, 290–298 (in Russian).

5. Alexandrov V. M. (1967) Axisymmetric Problem Pertaining to Action of Circular Die on Elastic Half-Space. Izvestiya AN SSSR. Mekhanika Tverdogo Tela = Mechanics of Solids, (4), 108–116 (in Russian).

6. Valov G. M. (1968) Infinite Elastic Layer and Half-Space Under Action of Circular die. Journal of Applied Mathematics and Mechanics, 32 (5), 917–930. https://doi.org/10.1016/0021-8928(68)90012-9.

7. Gubenko V. S. Nakashidze G. M., Pyatovolenko V. G. (1986) Exact Solution of Circular die Problem. Doklady AN USSR. Seriya A: Fiziko-Matematicheskie i Tekhnicheskie Nauki [Reports of the National Academy of Sciences of Ukraine, Series ?, Physico-Mathematical and Engineering Sciences], (8), 40–44 (in Russian).

8. Antipov Yu. A. (1987) Exact Solution of Problem Pertaining to Pressing of Circular Die into Half-Space. Doklady AN USSR. Seriya A: Fiziko-Matematicheskie i Tekhnicheskie Nauki [Reports of the National Academy of Sciences of Ukraine, Series ?, Physico-Mathematical and Engineering Sciences], (7), 29–33 (in Russian).

9. 9. Borodacheva F. N. (1969) On pressing Circular Die into Elastic Half-Space Due to Action of Vertical Eccentric Force. Izvestiya Vuzov. Stroitel'stvo i Arkhitektura [News of Higher Education Institutions. Construction and Architecture], (8), 15–19 (in Russian).

10. Aleksandrov V. M. (1996) The Interaction Between a Plane Inclined Ring-Shaped Punch and an Elastic Half-Space. Journal of Applied Mathematics and Mechanics, 60 (1), 127–134. https://doi.org/10.1016/0021-8928(96) 00017-2.

11. Toshkazy Shibuya, Koizumi Takashi, Nakahara Ichiro (1974) An Elastic Contact Problem for a Half-Space Indented by a Flat Annular Rigid Stamp. International Journal of Engineering Science, 12 (9), 759–771. https://doi.org/10.1016/0020-7225(74)90056-1.

12. Dhawan G. K. (1979) A Transversely Isotropic Half-Space Indented by a Flat Annular Rigid Stamp. Acta Mechanica, 31 (3–4), 291–299. https://doi.org/10.1007/bf01176856.

13. Generalova N. V., Kovalenko E. V. (1999) On Pressing Circular Die in Terms of Elastic Layer with thin Reinforcing Coating. Izvestiya RAN. Mekhanika Tverdogo Tela = Mechanics of Solids, (3), 27–33 (in Russian).

14. Shmatkova A. A. (2001) Contact Problems for a HalfSpace Which are Complicated in Terms of Contact Area. Mechanics of Contact Interactions. Moscow, Fizmatlit Publ. 138–156 (in Russian).

15. Gradshtein I. S., Ryzhik I. M. (1963) Integral Tables of Sums, Series and Products. Moscow, Fizmatlit Publ. 1100 (in Russian).

16. Uflyand Ya. S. (1977) Method of Pair Equations in Problems of Mathematical Physics. Leningrad, Nauka Publ. 220 (in Russian).

17. MacDonald H. M. (1909) Note on the Evaluation of the Certain Integral Containing Bessel’s Functions. Proceedings of the London Mathematical Society, S2–7 (1), 142–149. https://doi.org/10.1112/plms/s2-7.1.142.

18. Bateman P., Erdélyi A. (1974) Higher Transcendental Functions. Part 2. Bessel Functions, Parabolic Cylinder Functions, Orthogonal Polynomials. Moscow, Nauka Publ. 295 (in Russian).

19. Kantorovich L. V., Krylov V. I. (1962) Approximate Methods of Higher Analysis. Moscow, Fizmatlit Publ. 708 (in Russian).

20. Gorbunov-Posadov M. I., Malikova T. A., Solomin V. I. (1984) Calculation of Structures on Elastic Foundation. Moscow, Publishing House Stroyizdat, 679 (in Russian).

21. 21. Abramov V. M. (1939) Investigation of Asymmetric Circular-Section Die Pressure on Elastic Half-Space. Doklady Akademii Nauk SSSR [Proceedings of the USSR Academy of Sciences], 23 (8), 759–763 (in Russian).

22. Ahner J. F., Lowndes J. S. (1984) On the Solution of a Class of Integral Equations. Journal of Mathematical Analysis and Applications, 109 (2), 447–462. https://doi.org/10. 1016/0022-247x(84)90093-3.

23. Uflyand Ya. S. (1968) Integral Transformations in the Theory of Elasticity. Leningrad, Nauka Publ. 402 (in Russian).

24. Bosakov S. V. (2006) Ritz Method for Contact Problems in Elasticity Theory. Brest, Publishing House of Brest State Technical University, 108 (in Russian).

25. Popov G. Ya. (1982) Concentration of Elastic Stresses Near Dies, Sections, Thin Inclusions and Reinforcements. Moscow, Nauka Publ. 344 (in Russian).

26. Alexandrov A. V., Potapov V. D. (1990) Fundamentals of Elasticity and Plasticity Theory. Moscow, Vysshaya Shkola Publ. 400 (in Russian).

27. TKP [Technical Code of Common Practice] 45-5.01-67–2007 (02250). Slab Foundations. Design Rules. Minsk, Publishing House of Ministry of Construction and Architecture, 2008. 140 (in Russian).

28. Abramyan B. L., Aleksandrov V. M., Amenzade Yu. A., Aramanovich I. G., Babeshko V. A., Belokon' A. V., Bondareva V. F., Borodachev N. M., Vorovich I. I., Druyanov B. A., Galin L. A. (ed.) (1976) Development of Contact Problem Theory in USSR. Moscow, Nauka Publ. 496 (in Russian).


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For citations:


Bosakov S.V. Two Contact Problems for Annular Rigid Stamp on an Elastic Half Space. Science & Technique. 2018;17(6):458-464. (In Russ.) https://doi.org/10.21122/2227-1031-2018-17-6-458-464

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