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Известия Саратовского университета. Новая серия. Серия: Математика. Механика. Информатика. 2022. Т. 22, вып. 2. С. 196-204
Izvestiya of Saratov University. Mathematics. Mechanics. Informatics, 2022, vol. 22, iss. 2,
pp. 196-204 https://mmi.sgu.ru
https://doi.org/10.18500/1816-9791-2022-22-2-196-204
Article
Generalized model of nonlinear elastic foundation and longitudinal
waves in cylindrical shells
A. I. Zemlyanukhin, A. V. Bochkarev0, A. V. Ratushny, A. V. Chernenko
Yuri Gagarin State Technical University of Saratov, 77 Politechnicheskaya St., Saratov 410054, Russia
Aleksandr I. Zemlyanukhin, azemlyanukhin@mail.ru, https://orcid.org/000-0002-4379-8310, AuthorID: 13616
Andrey V. Bochkarev, ab2009sar@list.ru, https://orcid.org/000-0001-9088-9234, AuthorID: 10662 Aleksandr V. Ratushny, sania.ratushnyy@gmail.com, AuthorID: 1122561 Aleksandr V. Chernenko, 3chav@mail.ru, AuthorID: 819753
Abstract. A non-integrable quasi-hyperbolic sixth-order equation is derived that simulates the axisymmetric propagation of longitudinal waves along the generatrix of a cylindrical Kirchhoff- Love shell interacting with a nonlinear elastic medium. A six-parameter generalized model of a nonlinear elastic medium, which is reduced in particular cases to the models of Winkler, Pasternak, and Hetenyi, is introduced into consideration. The equation was derived by the asymptotic multiscale expansions method under the assumption that the dimensionless parameters of nonlinearity, dispersion, and thinness have the same order of smallness. The use of the introduced model made it possible to reveal additional high-frequency and low-frequency dispersions characterizing the response of the external environment to bending and shear. It is shown that non-classical shell theories should be used to reveal nonlinear effects that compensate for dispersion. It was found that the Pasternak model admits a "dispersionless" state when the dispersion due to the inertia of normal displacement is compensated by the dispersion generated by the reaction of the nonlinear elastic foundation to shear.
Keywords: cylindrical shell, axisymmetric waves, nonlinear elastic foundation, high-frequency dispersion, asymptotic integration
Acknowledgements: This work was supported by the Russian Foundation for Basic Research (project No. 20-01-00123).
For citation: Zemlyanukhin A. I., Bochkarev A. V., Ratushny A. V., Chernenko A. V. Generalized model of nonlinear elastic foundation and longitudinal waves in cylindrical shells. Izvestiya of Saratov University. Mathematics. Mechanics. Informatics, 2022, vol. 22, iss. 2, pp. 196-204. https://doi.org/10.18500/1816-9791-2022-22-2-196-204
This is an open access article distributed under the terms of Creative Commons Attribution 4.0 International License (CC-BY 4.0)
Научная статья УДК 534.1,517.95
Обобщенная модель нелинейно-упругого основания и продольные волны в цилиндрических оболочках
А. И. Землянухин, А. В. Бочкарев0, А. В. Ратушный, А. В. Черненко
Саратовский государственный технический университет имени Гагарина Ю. А., Россия, 410054, г. Саратов, ул. Политехническая, д. 77
Землянухин Александр Исаевич, доктор физико-математических наук, заведующий кафедрой прикладной математики, azemlyanukhin@mail.ru, https://orcid.org/0000-0002-4379-8310, AuthorlD: 13616 Бочкарев Андрей Владимирович, кандидат технических наук, доцент кафедры прикладной математики, ab2009sar@list.ru, https://orcid.org/0000-0001-9088-9234, AuthorlD: 10662 Ратушный Александр Васильевич, аспирант кафедры информационной безопасности автоматизированных систем, sania.ratushnyy@gmail.com, AuthorlD: 1122561
Черненко Александр Викторович, аспирант кафедры информационной безопасности автоматизированных систем, 3chav@mail.ru, AuthorlD: 819753
Аннотация. Выведено неинтегрируемое квазигиперболическое уравнение шестого порядка, моделирующее осесимметричное распространение продольных волн вдоль образующей цилиндрической оболочки Кирхгофа - Лява, взаимодействующей с нелинейно-упругой средой. Введена в рассмотрение шестипараметрическая обобщенная модель нелинейно-упругой среды, сводящаяся в частных случаях к моделям Винклера, Пастернака и Хетеньи. Вывод уравнения осуществлен асимптотическим методом многих масштабов в предположении, что безразмерные параметры нелинейности, дисперсии и тонкостенности имеют одинаковый порядок малости. Использование введенной модели позволило выявить дополнительные высокочастотные и низкочастотную дисперсии, характеризующие реакцию внешней среды на изгиб и сдвиг. Показано, что для выявления нелинейных эффектов, компенсирующих дисперсию, необходимо использовать неклассические теории оболочек. Установлено, что модель Пастернака допускает «бездисперсионное» состояние, когда дисперсия, обусловленная инерцией нормального перемещения, компенсируется дисперсией, порождаемой реакцией нелинейно-упругого основания на сдвиг.
Ключевые слова: цилиндрическая оболочка, осесимметричные волны, нелинейно-упругое основание, высокочастотная дисперсия, асимптотическое интегрирование Благодарности: Работа выполнена при финансовой поддержке РФФИ (проект № 20-0100123).
Для цитирования: Zemlyanukhin A. I., Bochkarev A. V., Ratushny A. V., Chernenko A. V. Generalized model of nonlinear elastic foundation and longitudinal waves in cylindrical shells [Землянухин А. И., Бочкарев А. В., Ратушный А. В., Черненко А. В. Обобщенная модель нелинейно-упругого основания и продольные волны в цилиндрических оболочках] // Известия Саратовского университета. Новая серия. Серия: Математика. Механика. Информатика. 2022. Т. 22, вып. 2. С. 196-204. https://doi.org/10.18500/1816-9791-2022-22-2-196-204 Статья опубликована на условиях лицензии Creative Commons Attribution 4.0 International (CC-BY 4.0)
Introduction
The need to study and take into account the influence of an elastic foundation on the statics and dynamics of deformable systems was realized more than a hundred years ago from an analysis of the problems put forward by construction practice. The theoretical
foundations for modeling the interaction of structures with an elastic foundation are contained in [1-5]. In the monograph [6], published in 1960 and has already become a classic, a wide class of problems on the refinement of the calculation schemes of the foundation and the development of simplified methods for calculating structures on an elastic foundation were solved. In recent decades, numerous results have been obtained, indicating that the interaction with the surrounding elastic (nonlinear-elastic) medium must be taken into account when studying the static and dynamic stability of structures [7-9]. The procedure for the formal construction of elastic foundation models is described in [10]. An extensive bibliography is given in the review [11] of theoretical models of elastic and viscoelastic foundations used in the analysis of oscillatory systems. The review [12] discusses the importance of using the Winkler base model in problems of adhesive mechanics and "soft matter". When solving problems of nonlinear wave dynamics of deformable systems, taking into account the influence of an external elastic medium leads to a complication of mathematical models, but allows one to identify new effects that are used in acoustic diagnostics and non-destructive testing of materials. In [13,14], in a linear formulation, edge bending waves in a Kirchhoff plate interacting with the elastic foundations of Winkler and Pasternak were investigated. In [15], the features of localization in a Bernoulli - Euler beam on an inhomogeneous elastic foundation are analyzed. It is shown that the existence of a localized solution to the dynamic problem caused by the weakening of the stiffness of the foundation leads to a local loss of stability in statics. The phenomenon of localization of nonlinear waves in elastic bodies with inclusions is studied in [16]. It has been established that the cubic nonlinearity of the elastic foundation does not eliminate the localization phenomena and does not distort the shapes of localized waves, but leads to the dependence of the frequency of oscillations of the localized wave on the amplitude. In [17], the dispersion and spatial localization of flexural waves in a Timoshenko beam lying on a nonlinear elastic foundation were investigated. Localized longitudinal and flexural waves in a rod interacting with a nonlinear elastic medium are considered in [18]. In [19], as a result of an analysis of an axisymmetric wave process in a cylindrical Kirchhoff - Love shell, it was shown that for the existence of exact solitary wave solutions and the development of modulation instability, a soft type of nonlinearity of the external elastic medium is required. A generalization of the Winkler model, taking into account the reaction of the base in the longitudinal direction, was introduced in [20]. In the same place, for longitudinal waves in a reinforced cylindrical shell, the generalized Shamel-Ostrovsky equation is derived, and solitary wave, periodic and compact solutions are constructed [21].
This article, devoted to the derivation and analysis of an equation that simulates the axisymmetric propagation of longitudinal waves in a cylindrical shell interacting with an external nonlinear elastic medium, is organized as follows. In the first section, a nonlinear quasi-hyperbolic equation is derived from the equations of motion of an element of the Kirchhoff - Love shell using the asymptotic method of multiscale expansions. A multiparameter model of a nonlinear elastic medium is introduced, which generalizes the classical models of Winkler, Pasternak, and Hetenyi. In the second section, we briefly analyze important special cases of the derived equation. In conclusion, the results obtained are discussed.
1. Derivation of a nonlinear quasi-hyperbolic equation
The initial object of research is the equations of motion of an element of an infinite cylindrical Kirchhoff-Love shell [22], interacting with a nonlinear elastic medium. An
axisymmetric case is considered, which ignores the dependence on the circumferential coordinate:
jhd2u dNx
_ -JnlU, (1)
g dt2
dx
1hd 2w д 2MX
g dt2 dx2
1 „ 9
__jv__
RIy dx
dw
TT ox
— fw\W + fW2W2 + fw3w3 — gp
d2w dx2
+ 9h
д 4w д^
)
(2)
The coordinate axes Ox, Oy, and Oz are directed respectively along the longitudinal axis of the shell, along the circumference of its cross-section, and along its radius towards the cross-section center. The motions of the shell's middle surface along the axes Ox and Oz are designated as u and w. The other designations shall be as follows: Nx and Mx are normal force and bending moment in the cross-section of the shell, Ny is normal force in the longitudinal section of the shell, 7 is the specific gravity of the shell material, R and h are the radii of curvature of the shell and thickness of its wall, g is the gravitational acceleration; t is time; fwl, fw2, fw3 are coefficients characterizing the resistance of the external medium during its normal deformation, ful is coefficient characterizing the resistance of the external medium during its shear deformation, gp, gh are the coefficients of the Pasternak and Hetenyi elastic foundation models, taking into account, respectively, the shear and bending stiffnesses of the external medium layer. Thus, a generalized six-parameter model of an external nonlinearly elastic medium is introduced into consideration, which is reduced in particular cases to the models of Winkler, Pasternak, and Hetenyi. On the right-hand sides of the system (1)-(2), there are terms responsible for the influence of the external environment on the shell dynamics and are absent in the case of the classical model.
Taking into account physical relations
N„
hE 1 — ß2
(ex + ߣy)
hE 1 — ß2
(£y + ߣx)
MT
h3E
12(1 — ß2)
kr
(3)
where ex,ey are deformations along axes Ox and Oy, kx is the parameter of curvature change, E and ^ are Young's modulus and Poisson's ratio of the shell material, together with the equations for the connection of deformations with displacements
g _ du + If&w\2 g
x dx 2 V dx ) '
element in displacements:
dx 1 2idx) , ^y _ — 1, kx _ — f^f, we obtain the equations of motion of the shell
Eh
7h d2u
g dt2 1 — ß2 \ dx2 ' dx \ dx2
i d2u dw i д2w \ дх2 dx \ 1
7h d2w
(
E
R
— fu\U,
(4)
+ 9h +
h3E
12 (1 — ß2)) dx4
d4w d2w
9p
dx2
hE d 1 — ß2 dx
1 i dw\ du ß 2\~дх) + dx — ~RW
)
hEß 11 / dw\ du 1 R (1 — tf) H~dx) + ^ — ~ßRW ' —
)
dw dx
= — (fwiw + U2W2 + fw3ws) . (5)
After the transition to dimensionless variables
U = w = X = * A h I
T
/
Eg t
1 (1 — ß2) V
(6)
where scaling factors A and I play the role of the amplitude of longitudinal displacement and the characteristic wavelength of the disturbance, respectively, in the system of
equations (4), (5) dimensionless combinations of parameters у, and are revealed, which characterize the nonlinearity of the wave process, its dispersion and the thinness of the shell. We will consider the case when the parameters of nonlinearity, dispersion, and thinness are of the same order of smallness:
A ihR h _
A — VTR = R = e * 1 (7)
Thus, we consider a thin-walled shell (h * R), in which long (R * I) longitudinal (h * A) waves of small amplitude (A * R) propagate. Introducing dimensionless parameters
F — R f C — 1 r — 1
ul = JuU с — ER39h' p = ERe9p) (g)
f — Rf f f ()
fW1 t-, о Jwl) fW2 T-, Jw2) fw3 Jw3)
E £z Ee E
we pass to the slow-time coordinate system £ — X — СТ, т — eT. Finally, in accordance with the multiscale method, we represent the dependent variables as the sum of the main part and the small correction
U (£, T) — U0 (c, T) + eUl (C, T) , W (£, T) — W0 (£, r) + (£, r). (9)
Assuming that the new dependent variables (9), their derivatives with respect to £ and r, as well as dimensionless parameters (8), are of the order of unity, we group the terms in the equations in powers of the small parameter e. Equating to zero the terms in the leading order, we obtain the system of linear equations
h r*\d 2(Jo dw° « nm
ñU
—° + Wo = 0, (11)
dî
the compatibility of which requires the fulfillment of equality W0 = » ^, which establishes the relationship between longitudinal and transverse displacements in the linear approximation, and also condition C0 = \Jl — »2, from which it follows that the perturbation propagates along the shell with a rod velocity [23]. In the next order in e, we have the system of equations
dWi d2U! 2^1—1 d2U0 .
»-ña =-"-— 1Í1 — »)Fu1U0, (12)
д£ д£2 ¡ д^дт
dU
Wi - ¡l-^ = (1 - ¡¡2) x
(nd5U0 . д:íUq ди0л_ 1W (ди0\\ 1W (диЛ 3\
Eliminating variables W1 and U1 from system (12), (13), we obtain
2 д2Un _ д6U0 л,дЮо + --(<p — 1)
¡2^/t-ï д&т - - де6 ' д? 1
+ (fm + F„2SSU + F,s(SfSU - K.1 U, = 0. (14)
The derived equation (14) is a sixth-order nonlinear quasi-hyperbolic equation, containing, in addition to the traditional gradient-type terms, the term with the component of the desired displacement field, which characterizes the resistance of the external medium during its shear deformation. For the first time, such an additional term appeared in the already classic article by L. A. Ostrovsky [24] devoted to the study of nonlinear waves in a rotating ocean. The presence of this term, which introduces additional low-frequency dispersion into the model, significantly complicates the analytical structure of the equation and does not allow obtaining exact solitary wave and periodic solutions. The derived non-integrable equation (14) can be called the sixth order generalized Boussinesq - Ostrovsky equation.
2. Special cases of equation (14)
1. The classical model of Winkler's linear elastic medium. In this case Fui = Fw2 = = Fw3 = Gh = Gp = 0, and equation (14) becomes linear. This means that when studying longitudinal waves in shells, the geometric nonlinearity of the classical Kirchhoff-Love model does not affect the wave process. This conclusion is valid on a time interval of the order of 1/e.
2. Nonlinear-elastic Winkler - Pasternak - Hetenyi foundation ( Fui = 0). Equation (14) in this case contains three dispersion terms: to the traditional dispersion caused by the inertia of normal displacement, two additional ones are added, due to the reaction of the elastic foundation to shear and bending. With respect to the component of the longitudinal deformation ^ equation (14) takes the form of the modified Kawahara equation ((14) without the last term), which has classes of exact periodic and solitary-wave solutions [25]. Here the problem of their physical realizability becomes the most important. In [26] it is rightly noted that "... many equations have solutions that are unsuitable from the point of view of common sense. For example, taking into account the higher-order dispersion leads to the fact that the group velocity of small-scale perturbations becomes greater than the phase velocity, while in the original equations the group velocity is always less than the phase velocity. In addition, such equations often have additional solutions that do not correspond to the known data on waves in the framework of equations complete in nonlinearity."
3. The bending stiffness of the external medium layer is not taken into account ( Gh = 0). The higher-order dispersion disappears in equation (14). The result is a combination of the classical and modified Ostrovsky equations — the so-called Gardner -Ostrovsky equation
( 2 dU0 , _ dU0 , Fw2idUo\\ Fw3fdU0\3\
д I 2 UUO , ^ ^ , д Uo : ^ UU0
oi ^
= FulUo. (15)
Recently, there has been a significant increase in interest in the study of its exact and approximate solutions [27]. In this case, the external medium can be called the nonlinear elastic Pasternak medium, which, in contrast to the Winkler medium, allows one to reveal a new property of equation (14). The high-frequency dispersion coefficient can be positive, negative, or even zero, depending on the value of the coefficient Gp. In the
Изв. Сарат. ун-та. Нов. сер. Сер.: Математика. Механика. Информатика. 2022. Т. 22, вып. 2 ''dispersionless" case, the reduced Ostrovsky equation
( 2 1Uq dUoMFw2fdUo\\Fw3fdU0\Л J?n
i^yT-F1* +Fwi^ + Fwr{щт) + -т{ЩТ) ) = F«U° (16)
is obtained, which has integrable reductions and exact localized solutions [28,29]. The possibility of "controlling" the sign of the high-frequency dispersion makes it possible to use the "antisoliton theorem" [30] and to identify regimes that allow stable propagation of soliton-like perturbations.
3. Discussion and conclusions
When studying the propagation of axisymmetric longitudinal waves in elastic thin shells on the basis of the geometrically nonlinear Kirchhoff-Love model, it is not possible to analytically describe deformation solitons. In other words, asymptotic integration of the equations of motion of a shell element does not allow one to obtain an equation of the Korteweg-de Vries type for the longitudinal deformation component. This is due to the absence in the equations of motion of terms with quadratic (so-called hydrodynamic) nonlinearity such as UX2 and UXUXX. It is obvious that the use of geometrically nonlinear equations of the classical model of the Timoshenko type for the analysis of longitudinal waves leads to similar results. Consequently, an equation containing the necessary nonlinear terms can only be obtained using nonclassical shell theories based on refined models. In this article, nonlinearity, which compensates for dispersion and contributes to the formation of soliton-like longitudinal waves, is introduced on the basis of a generalized model of a nonlinear elastic foundation. Taking into account the fact that in shells, in contrast to plates and rods, longitudinal and normal displacements are connected already in the linear approximation, both equations of motion (1)-(2) contain terms that characterize the resistance of the external medium. The introduced model in particular cases is reduced to the linear and nonlinear models of Winkler, Pasternak, and Hetenyi. The use of the Pasternak model makes it possible to control the sign in front of high-frequency dispersion and to reveal the conditions for the propagation of solitary waves. In this case, a dispersionless state becomes possible, when the dispersion due to the inertia of normal displacement is compensated by the dispersion generated by the reaction of the nonlinear elastic foundation to shear. A brief analysis of special cases of the generalized Boussinesq - Ostrovsky equation (14) showed that the choice of a nonlinear elastic foundation model has a significant effect on the resulting wave pattern, and the problem of physical realizability of the corresponding exact solutions comes to the fore.
References
1. Winkler E. Die Lehre von der Elastizität und Festigkeit. Prague, Verlag von H. Dominicus, 1867. 388 S. (in German).
2. Biot M. A. Bending of an infinite beam on an elastic foundation. Journal of Applied Mechanics, 1937, vol. 4, no. 1, pp. A1-A7. https://doi.org/10.1115/L4008739
3. Filonenko-Borodich M. Some approximate theories of elastic foundation. Uchenyie Zapiski Moskovkogo Gosudarstuennogo Universiteta. Mekhanika, 1940, vol. 46, pp. 3-18 (in Russian).
4. Pasternak P. L. On a New Method of Analysis of an Elastic Foundation by Means of Two Foundation Constants. Moscow, Gosstrojizdat, 1954. 56 p. (in Russian).
5. Hetenyi M. Beams on Elastic Foundation: Theory with Applications in the Fields of Civil and Mechanical Engineering. Ann Arbor, University of Michigan Press, 1958. 255 p.
6. Vlasov V. Z., Leont'ev N. N. Beams, Plates and Shells on Elastic Foundations. Jerusalem, Israel, Israel Program for Scientific Translations, 1966. 357 p.
7. Thompson J. M. T. Advances in shell buckling: Theory and experiments. International Journal of Bifurcation and Chaos, 2015, vol. 25, no. 1, Art. 1530001. https://doi.org/10. 1142/S0218127415300013
8. Hunt G. Buckling in space and time. Nonlinear Dynamics, 2006, vol. 43, pp. 29-46. https://doi.org/10.1007/s11071-006-0748-8
9. Champneys A. R., Hunt G. W., Thompson J. M. T. Localization and solitary waves in solid mechanics. Philosophical Transactions of the Royal Society A, 1997, vol. 355, pp. 2077-2081. https://doi.org/10.1098/rsta.1997.0110
10. Kerr A. D. On the formal development of elastic foundation models. Ingenieur-Archiv, 1984, vol. 54, no. 6, pp. 455-464. https://doi.org/10.1007/BF00537376
11. Younesian D., Hosseinkhani A., Askari H., Esmailzadeh E. Elastic and viscoelastic foundations: A review on linear and nonlinear vibration modeling and applications. Nonlinear Dynamics, 2019, vol. 97, pp. 853-895. https://doi.org/10.1007/s11071-019-04977-9
12. Dillard D., Mukherjee B., Karnal P., Batra R. C., Frechette J. A review of Winkler's foundation and its profound influence on adhesion and soft matter applications. Soft Matter, 2018, vol. 14, pp. 3669-3683. https://doi.org/10.1039/C7SM02062G
13. Kaplunov J., Prikazchikov D. A., Rogerson G. A. Edge bending wave on a thin elastic plate resting on a Winkler foundation. Proceedings of the Royal Society A, 2016, vol. 472, Art. 20160178. https://doi.org/10.1098/rspa.2016.0178
14. Kaplunov J., Nobili A. The edge waves on a Kirchhoff plate bilaterally supported by a two-parameter elastic foundation. Journal of Vibration and Control, 2017, vol. 23, no. 12, pp. 2014-2022. https://doi.org/10.1177/1077546315606838
15. Indeitsev D. A., Kuklin T. S., Mochalova Yu. A. Localization in a Bernoulli - Euler beam on an inhomogeneous elastic foundation. Vestnik St. Petersburg University: Mathematics, 2015, vol. 48, no. 1, pp. 41-48. https://doi.org/10.3103/S1063454115010069
16. Indeitsev D. A., Osipova E. V. Localization of nonlinear waves in elastic bodies with inclusions. Acoustical Physics, 2004, vol. 50, pp. 420-426. https://doi.org/10.1134/1. 1776219
17. Erofeev V. I., Leontieva A. V. Dispersion and spatial localization of bending waves propagating in a Timoshenko beam laying on a nonlinear elastic base. Mechanics of Solids, 2021, vol. 56, no. 4, pp. 443-454. https://doi.org/10.3103/S0025654421040051
18. Erofeev V. I., Leonteva A. V. Localized bending and longitudinal waves in rods interacting with external nonlinear elastic medium. Journal of Physics: Conference Series, 2019, vol. 1348, Art. 012004. https://doi.org/10.1088/1742-6596/1348/1/012004
19. Zemlyanukhin A. I., Bochkarev A. V. Axisymmetric nonlinear modulated waves in a cylindrical shell. Acoustical Physics, 2018, vol. 64, pp. 408-414. https://doi.org/10.1134/ S1063771018040139
20. Zemlyanukhin A. I., Bochkarev A. V., Andrianov I. V., Erofeev V. I. The Schamel -Ostrovsky equation in nonlinear wave dynamics of cylindrical shells. Journal of Sound and Vibration, 2021, vol. 491, 115752. https://doi.org/10.1016/j-.jsv.2020.115752
21. Stepanyants Y. A. On stationary solutions of the reduced Ostrovsky equation: Periodic waves, compactons and compound solitons. Chaos, Soliton and Fractals, 2006, vol. 28, no. 1, pp. 193-204. https://doi.org/10.1016/j-.chaos.2005.05.020
22. Volmir A. The Nonlinear Dynamics of Plates and Shells. Foreign Tech. Div., Wright-Patterson AFB, 1974. 450 p.
23. Bochkarev A. V., Zemlyanukhin A. I., Mogilevich L. I. Solitary waves in an inhomogeneous cylindrical shell interacting with an elastic medium. Acoustical Physics, 2017, vol. 63, pp. 148-153. https://doi.org/10.1134/S1063771017020026
24. Ostrovsky L. A. Nonlinear internal waves in a rotating ocean. Okeanologia, 1978, vol. 18, no. 2, pp. 181-191.
25. Conte R., Musette M. The Painlevé Handbook. Springer, Berlin, 2008. https://doi.org/10. 1007/978-1-4020-8491-1
26. Pelinovsky E. N., Didenkulova (Shurgalina) E. G., Talipova T. G., Tobish E., Orlov Yu. F., Zen'kovich A. V. Korteweg-de Vries type equations in applications. Transactions of NNSTU n.a. R. E. Alekseev, 2018, no. 4, pp. 41-47 (in Russian). https://doi.org/10.46960/ 1816- 210X_2018_4_41
27. Obregon M. A., Stepanyants Yu. A. On numerical solution of the Gardner - Ostrovsky equation. Mathematical Modelling of Natural Phenomena, 2012, vol. 7, no. 2, pp. 113-130. https://doi.org/10.1051/mmnp/20127210
28. Stepanyants Yu. A. Nonlinear waves in a rotating ocean (The Ostrovsky equation and its generalizations and applications). Izvestiya, Atmospheric and Oceanic Physics, 2020, vol. 56, pp. 16-32. https://doi.org/10.1134/S0001433820010077
29. Grimshaw R. H. J., Helfrich K., Johnson E. R. The reduced Ostrovsky equation: Integrability and breaking. Studies in Applied Mathematics, 2012, vol. 129, no. 4, pp. 414-436. https://doi.org/10.1111/j.1467-9590.2012.00560.x
30. Galkin V. N., Stepanyants Yu. A. On the existence of stationary solitary waves in a rotating fluid. Journal of Applied Mathematics and Mechanics, 1991, vol. 55, iss. 6, pp. 939-943. https://doi.org/10.1016/0021-8928(91)90148-N
Поступила в редакцию / Received 29.11.2021 Принята к публикации / Accepted 29.12.2021 Опубликована / Published 31.05.2022
