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Integral equations of the second kind in dynamic analysis of nonlinear systems with a finite number of degrees of freedom under arbitrary dynamic loading and material dependencies

https://doi.org/10.37538/2224-9494-2023-3(38)-155-167

EDN: YGYKIE

Abstract

Introduction. Development of computational methods for nonlinear systems possesses a significant potential, considering that linear theory sometimes fails to accurately describe the properties of dynamic systems, and the linear approximation gives only a very rough idea of real processes for a number of cases.

Aim. Calculating linear systems and deriving the resulting equations for nonlinear systems involves impulse response and transfer functions of linear “generating” systems of differential equations. Such an approach in comparison with the traditional method of the so-called normal forms enables the calculation algorithm to be simplified considerably, avoiding several stages and presenting the solution by means of the normal mode method for linear systems directly with respect to the generalized coordinates.

Materials and methods. The paper presents a method and an algorithm developed for the calculation of nonlinear systems with a finite number of degrees of freedom under arbitrary dynamic loading and material nonlinearity. Systems of nonlinear differential equations were reduced to nonlinear integral equations of the second kind, considered as resulting equations. The solution was developed in time steps, the value of which, among other things, determines the accuracy of the solution and the nature of the computational algorithm.

Results. The paper presents main computational dependencies in a generalized form, convenient for numerical simulation. The author provides solutions for a nonlinear system with one degree of freedom and a cubic reactiondisplacement relation, as well as for a system with one and two degrees of freedom with a viscous damper. In both cases, the developed solution contains all properties of nonlinear systems, including the jump (transition) from the upper ascending branch to the lower, stable one, and the associated excitation of free oscillations.

Conclusions. According to the calculations, the occurrence of nonlinear effects in oscillating systems makes positive impact on their behavior, in resonant modes in particular.

About the Author

Yu. T. Chernov
Moscow State University of Civil Engineering
Russian Federation

Yuri T. Chernov, Dr. Sci. (Engineering), Professor

e-mail: chernovyu.t.@yandex.ru



References

1. <i>Volkova M.V., Chernov Yu.T., Kbeyli D.</i> Calculation of massive foundations buried in the ground, under vibrationinsulated and non-vibration-insulated equipment. Izvestiya vysshikh uchebnykh zavedenii. Stroitel’stvo = News of higher educational institutions. Construction. 2020;(7):5–12. (In Russian).

2. <i>Solodovnikov V.V.</i> Statistical dynamics of linear automatic control systems. Moscow: Fizmatgiz Publ.; 1960. (In Russian).

3. <i>Chernov Yu.T.</i> Vibrations of building structures. Analytical methods of calculation. Fundamentals of design and regulation of vibrations of building structures exposed to operational dynamic impacts. 2nd ed. Moscow: ASB Publ.; 2011. (In Russian).

4. <i>Chernov Yu.T., Novozhilov A.I.</i> Transfer and impulse transient functions in problems of dynamic calculation of massive foundations and vibration isolation systems. Seismostoikoe stroitel’stvo. Bezopasnost’ sooruzhenii = Earthquake engineering. Constructions safety. 2006;(1):55–59. (In Russian).

5. <i>Rosenwasser E.N</i>. Periodically unsteady control systems. Moscow: Nauka Publ.; 1973. (In Russian).

6. SP 26.13330.2012. Foundations for machines with dynamic loads. Updated version of SNiP 2.02.05-87. Moscow: Federal Center for Rationing and Standardization; 2012. (In Russian).

7. SP 413.1325800.2018. The buildings and structures under dynamic actions. Design rules (with Change No. 1). Moscow: Standartinform Publ.; 2019. (In Russian).

8. <i>Chernov Yu.T.</i> On the choice of generating systems in the study of nonlinear oscillations. In: Dynamics of building structures. Collection of scientific papers of the V.A. Koucherenko TSNIISK. Moscow; 1985, pp. 22–23. (In Russian).

9. <i>Bogolyubov N.N., Mitropolsky Yu.A.</i> Asymptotic methods in the theory of nonlinear oscillations. 2nd ed. Moscow: Fizmatgiz Publ.; 1981. (In Russian).

10. <i>Wolfson I.I., Kolovsky M.Z.</i> Nonlinear problems of machine dynamics. Moscow: Mashinostroenie Publ.; 1968. (In Russian).

11. <i>Ivovich V.A., Onishchenko V.Ya.</i> Protection from vibration in mechanical engineering. Moscow: Mashinostroenie Publ.; 1990. (In Russian).

12. <i>Kolovsky M.Z.</i> Nonlinear theory of vibration protection systems. Moscow: Nauka Publ.; 1966. (In Russian).

13. <i>Petrov I.A., Osipova M.V.</i> On two methods for calculating nonlinear systems with one degree of freedom. Internet-Vestnik VolgGASU. 2012;(3). (In Russian). Available at: http://vestnik.vgasu.ru/attachments/PetrovOsipova-2012_3(23).pdf

14. <i>Chernov Yu.T., Romanenko A.B.</i> On the calculation of nonlinear vibration isolation systems. Seismostoikoe stroitel’stvo. Bezopasnost’ sooruzhenii = Earthquake engineering. Constructions safety. 2002;(4):34–38. (In Russian).

15. <i>Chernov Yu.T., Zebilila M</i>. On the calculation of vibration isolation systems with viscous friction dampers. Seismostoikoe stroitel’stvo. Bezopasnost’ sooruzhenii = Earthquake engineering. Constructions safety. 2018;(2):34–38. (In Russian).

16. <i>Diala U.H., Ezeh G.N.</i> Nonlinear damping for vibration isolation and control using semi–active methods. SAVAP International. 2012;3(3):141–152.

17. <i>Khan U., Akhtar S., Hussein A.</i> Nonlinear analysis of the time history of a high-rise structure under seismic load using a damper. International Journal of Scientific Publications. 2014;4(4):1–5.


Review

For citations:


Chernov Yu.T. Integral equations of the second kind in dynamic analysis of nonlinear systems with a finite number of degrees of freedom under arbitrary dynamic loading and material dependencies. Bulletin of Science and Research Center of Construction. 2023;38(3):155-167. (In Russ.) https://doi.org/10.37538/2224-9494-2023-3(38)-155-167. EDN: YGYKIE

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ISSN 2224-9494 (Print)
ISSN 2782-3938 (Online)