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9A NEW METHOD OF CALCULATING TIME AND SPEED OF A CARRIAGE DURING ITS MOVEMENT ON THE SECTION OF THE FIRST BRAKE POSITION OF A MARSHALING HUMP WHEN EXPOSED
НОВЫЙ МЕТОД РАСЧЕТА ВРЕМЕНИ И СКОРОСТИ ПЕРЕВОЗКИ ВО ВРЕМЯ ЕЕ ДВИЖЕНИЯ НА УЧАСТКЕ ПЕРВОГО ПОЛОЖЕНИЯ ТОРМОЗА МАРШАЛИНГОВОГО ПОБОРА ПРИ НАПРАВЛЕНИИ ЛЕТНЕГО ВЕТРА
Shukhrat Umarhodzhaevich Saidivaliev, Ph.D. (Tech.), Department of "Cargo transportation systems", Tashkent State Transport University, Tashkent. E-mail: shuxratxoj a@mail .ru
Elbek Sirojiddinovich Shermatov, assistant, Department of "Cargo transportation systems", Tashkent State Transport University, Tashkent. E-mail: shermatov@mail .ru
Ramazon Shamilovich Bozorov, assistant, Department of "Cargo transportation systems", Tashkent State Transport University, Tashkent. E-mail: ramazon-bozorov@mail. ru
Шухрат Умарходжаевич Саидивалиев, докторант технических наук, Кафедра «Системы грузоперевозок», Ташкентский государственный университет путей сообщения, г.Ташкент. E-mail: shuxratxoja@mail.ru
Элбек Сирожиддинович Шерматов, ассистент, Кафедра «Системы грузоперевозок», Ташкентский государственный университет путей сообщения. г.Ташкент. E-mail: shermatov@mail.ru
HEADWIND
УДК 656.21.001.2
Бозоров Рамазон Шамилович, ассистент, Кафедра «Системы грузоперевозок», Ташкентский государственный университет путей сообщения. г.Ташкент. E-mail: ramazon-bozorov@mail.ru
Annotation
In this article the time during which the car moves along the entire length of the first braking position of a marshalling hump under the influence of scant headwind was calculated using the previously obtained mathematical models. Using the known value of time of the car movement with acceleration along the considered section of the hump its speed was calculated. Graphical dependences of the speed and distance of the car with acceleration depending on time were also built.
Аннотация
В данной статье с использованием ранее полученных математических моделей рассчитано время, в течение которого автомобиль движется по всей длине первого тормозного положения сортировочной горки под действием слабого встречного ветра. По известному значению времени движения автомобиля с ускорением по рассматриваемому участку горки была рассчитана его скорость. Также были построены графические зависимости скорости и расстояния автомобиля с ускорением от времени.
Key words: marshalling hump, car, headwind; a new methodology, time and speed of the car; movement of the car with acceleration along the entire length of the first brake position of a hump.
Ключевые слова: сортировочная горка, автомобиль, встречный ветер; новая методика, время и скорость автомобиля; движение автомобиля с ускорением по всей длине первого тормозного положения горки.
The urgency of the problem
A critical analysis of research on the dynamics of rolling a car down a marshaling hump, carried out in [1], contributed to the creation of the beginning of a new scientific direction in the calculation and design of a hump. So, for example, in
[2 - 4] the movement of a car along the slope of a hump under the influence of a lightheadwind was investigated on the basis of the d'Alembert principle in coordinate form [5]. In [6, 7], the correctness of the results of analytical studies carried out in [2-4] was confirmed by examples of calculating the time and speed of rolling a car on high-speed sections of the hump. However, there is still no example of calculating the time and speed of a car when it moves along the entire length of the 1TP section (hereinafter - 1TP) of the hump under the influence of a scant headwind.
This article is a continuation of a series of articles [1 - 4, 6 - 8] on the dynamics of rolling a car down a marshaling hump, calculated using the d'Alembert principle in coordinate form [5]. We especially note that in this case, many datafrom the previously developed methods for calculating the time and speed of rolling a car down the profile of the hump, set forth in [6 - 8], will be used.
Purpose of this article
To develop a method for calculating the time and speed of a car when it moves along the entire length of the 1TP section of the hump when exposed to a scant headwind. This makes it possible to preventhalting of the carriage on the marshalling hump, as well as to ensure traffic safety and solve the problems of timely following the cars to the target position.
Statement of the problem
It is required to give an example of calculating the time and speed of a car during its movement along the entire length of the 1TP section of the hump under the influence of the headwind according to a new method, where, using the known value of the entire length of the 1TP hump l^p= x(tt), one could find the time ttp, during which the movement of the car with a given initial speed to the end of the given section of the hump occurs, and, in turn, knowing the time ttp - to calculate the speed of the car v(tt)[10].
General approach to solving the problem of the car moving along the entire length of the 1TP section of the hump under the influence of a scant
headwind
The general approach to solving the problem when the car moves along the entire length of the 1TP section of the hump under the influence of a headwind, as in [8], is as follows.
1. To solve the problem, the classical provisions of theoretical mechanics were used: the basic principle of d'Alembert in coordinate form [5], as well as the basic concepts of differential and integral calculus [9].
2. Under the conditions of the task and the underlying data, the case [2 - 4] was considered, when the car along the slope of the hump enters section 1TP progressively with a given initial speed v0 usually 6 or 8.5 m / s, depending on the design of the braking devices [10, 15, 18, 20]). When a single car (or a set of cars) enters 1TP section of the hump, in contrast to [8], we consider that the car will experience mainly external forces in the form of an aerodynamic resistance effect of the headwind of a constant value Fr.in, as well as the force of rolling friction of the wheels on the rolling surface of rail threads Ft = Fr.f.
3. When designing the computational model of the car movement along the entire length of the 1TP section of the hump, as in [8], it was assumed that the wheelsets roll along the rail lines with pure rolling of the wheels relative to the rolling surface of the rail lines Fr.f, i.e. Fr.x = Ft = Fr.f.
4. As in [2 - 4], the method of creating a mathematical model of the car movement along the entire length of the 1TP section of the hump is based on the basic law of the dynamics of the translational motion of a car (or the d'Alembert principle) in coordinate form [5].
5. In the mathematical model of the movement of the car along the entire length of the 1TP section of the hump, the formulas of the speed and distance for the equally slow motion of the body, widely known from the course of physics, are obtained.
Thus, using the d'Alembert principle, the method of separation of variables and tables of simple integrals [9], according to the known value of the entire length 1TP of the hump l^p = x(tt), similarly to [8], the time ttp, during which the car moves with a given initial speed up to the end of the considered section of the hump, and, applying the amount of time ttp - the speed of the car v(tt) are determined.
A new method for calculating the time and speed of a car when it moves along the entire length of the 1TP section of the hump when exposed to a scant
headwind
A new method for calculating the time and speed of a car along the entire length of the 1TP section of the hump when exposed to a headwind is applied in the following sequence.
1. When designing a hump, such kinematic parameters as the total length of the section 1TP of the hump l1tp are taken according to the recommendations. For example, l1tp = 29 m.
2. For the rate of the headwind speed, the recommended small values are taken (usually the headwind speed is 2-4 m / s) [2 - 4].
3. The force of the impact of the headwind on the frontal surface of the car is calculated at a constant low speed of the wind (for example, 2-4 m / s) in the form, kN [11, 13, 16]:
Frin= 0.5At (1)
where 0.5 is the specific pressure per 1 sq.m. of area, kN / sq.m.; At - the area
of the frontal surface of the car with the load, m2: At = 2B*2H (where 2B and 2H are the width and height of the windward surfaces of the car with the cargo, m).
1. The rolling friction force Fr.f as the tangential component of the bond reaction (rail lines) Ft is calculated, which, according to Coulomb's law, is
Ff x = F& = F = f0G (2)
where f is a certain conditional (or reduced) coefficient of sliding friction, taking into account the number of wheels in bogies, rolling friction (along the bearing rings and the wheel along the rail) (usually f = 0,001) [2 - 4].
2. The forces of resistance to the movement of the car from the environment Fenv. are found:
Fenv = kenv G (3)
where kenv. - coefficient that takes into account the fraction of gravity G in condition of the resistance of the environment (usually in the range of 0.0005 ^ 0.00011 at a headwind speed of 4 to 6 m / s.
6. All the forces acting on the car (set of cars) when exposed to a scant headwind, kN are calculated:
- "shearing" forces Fsh.:
Fsh. x = G sina (4)
based on the impact on the plane of the projection of the gravity force of the car, acting along the entire length of 1 TP of the hump;
- "retentive" forces Fret.x (that is, the forces of resistance to the movement of the car in the form of sliding friction force on the section 1TP of the hump:
Fret.x= Ff.x + Fenv. + Fin + Ffront (5)
As you can see, in this case, the "shearing" force Fsh.x, equal to the effect of the projection of the gravity force Gsina, is the shearing force, which enables the car to move with the given initial entering speed v01tp to the considered section 1tp (for example, v01tp = 7.633 m/s [7]), overcoming the rolling friction forces Ff.x, resistance of the environment Fenv, and the force of an impact of headwind Fin [8]).
7. According to the values of the "shearing" Fsh.x and "retentive" Fretx forces, the force F1tp, contributing to the movement of the car on the considered section of the 1TP hump, kN is calculated:
F1tp = Fsh.x + Fret.x . (6)
8. Taking into account (4) and (5), the condition for the movement of the car on the considered section of the 1TP hump is found in the form:
Fsh.x - Fret.x = Ff.x + Fenv. + Fin + Ffront (7)
9. From the value of the force F1tp and the mass of the car M, taking into account the inertia of the rotating parts, the acceleration of the car a1tp when moving on the considered section of the hump with acceleration, m / s2 is found:
a\m = ^TT . (8)
M
10. The time t1tp (s), during which a rectilinear uniformly retarded movement of the car on the section 1TP of the hump with the length l1tp (m) takes place is calculated:
Vm™ ±vVnw - 2a
U\xn V 0\m \xn \m
^lm
a ' (9)
1тп
where v01tp is the initial speed of the car (the speed of the car at the beginning of the 1TP section of the hump, for example, 7.633 m/s [7]), m/s.
By changing the length of the section 1TP of the hump, l1Tp, it is possible to build a graphical dependence t(l1tp).
11. The speed of the car at the end of the 1TP hump with the disabled car retarder v1Tp is calculated according to the classical formula of elementary physics, m/s:
) = V0\Tn - a\TH t\-rn . (10)
Further, if necessary, by changing the time of movement of the car along the entire length of the section 1TP of the hump t1tp, it is possible to construct a graphical dependence v1tp(t1tp).
12. If necessary, similarly to [6,7, 9712, 17, 19], the distance of the car x1tp (t) at any moment of time of its movement t at the end of the 1TP section of the hump (movement of the car "to the passage") according to the classical formula of physics, m:
t2
(t\Tn ) = V0\int - a\ray . (11)
An example of calculating the time and speed of a car when it moves along the entire length of the 1TP section of the hill when exposed to a scant
headwind
For example, let the initial data be: v01= 7.633 - initial speed of the car, m/s;
l1tp = 29 - length of the 1TP section of the hump, m; M = 8.5 • 104 - the mass of the car with a load, taking into account the mass of the wheelsets, kg; G = 834 -the force of gravity of a car with a load, taking into account the mass of rotating parts, kN; Fsh = 7.58 - "shearing" force, Fret = 217.373 -"retentive" force (taking into account the effect of the headwind, Fin = 3.192 kN) and F^ = -206.373 - the force under the influence of which the car moves along the entire length of the 1TP hump (that is, the difference between the "shearing" and "holding" forces ), kN.
Below is a mock-up document obtained in the MathCAD program [12].
1. According to clause 1 of the procedure, the entire length of the 1TP section of the hump is taken according to the recommendations. For example, l1tp = 29 m.
2. According to clause 3 of the procedure, the forces of aerodynamic resistance to the movement of the car are found (see [1]).
At = 6.384 - the area of the end windward surface of the car, m2;
Fbt := 0.5-At Frbx := Fbt Fet = 3.192 _ force of aerodynamic resistance of a car, kN.
3. According to clause 4 of the procedure, the rolling friction force is
calculated (see [2 - 8]). ^ = * ^ x ^ - Certain conditional sliding coefficient, taking into account the rolling friction of bearings in axle boxes, kN.
ftpck3t := fcK•(GO•cos(^03) + Frbx-sin(^03)) ftpck3t = 151.599 _
Rolling friction force, kN
4. According to clause 5 of the procedure, the resistance forces of the environment are calculated (see [8 - 14]).
kcp := 0.0003 _ Coefficient that takes into account the share of the gravity of the car considering the resistance of the environment.
Fc :- kcp-GFc - 0.272 _ Resistance force from the air, kN.
5. According to clause 6 of the procedure, the "shearing" force is calculated (see [4]).
Fcg3 := GO-sin(v03) Fcg3 = 7.58 - "shearing" force, kN.
6. According to clause 6 of the procedure, the "retentive" force is calculated (see [5]).
Fyg3Tl := ftpx3t + Fco3 + FTp63 Fyg3Tl = 217.373 _ "holding" force
considering the force of resistance of the environment, and the effect of cross-wind.
7. According to clause 7 of the procedure, the value of the force, under the influence of which the car moves along the entire length of the 1TP section of the hump with acceleration is found (see (6)).
F1T := Fc«3 - Fyg3T F1T = -206.373 _ the difference between the "Shearing" and "Retentive" forces, due to which the car moves with acceleration on the considered section of the hump, kN.
8. According to clause 9 of the procedure, the acceleration of the car, at which the accelerated movement of the car along the entire length of the 1TP section of the hump takes place, is calculated (see [8]).
4
M = 8.502 x 10 _ the mass of the car, taking into account the mass of rotating parts (set of wheels), kg;
i i 3 F1 t -103
a1 t :=-
M0 a1T = 2.671
i i 3 |F1 T1| -103
a1t1 := -
M0 alT1 = 2.71 5 _ the acceleration of the car, at which
the retarded movement along the entire length of the 1TP section of the hump takes place, m/s2.
9. Calculation of the time t and the speed of rolling the car along the hump profile
v01t = 7.633 a1 t = 2.671 v01t1 = 7.623 a1 t1 = 2.715
tbr = 0,8 - response time of braking devices, (s)
t := 0, 0.1.. teai - variation of the time of movement of the car
in the section of the first braking position, (s)
Building the graphical dependence of the car speed on the braking time
10. Building the graphical dependence of the distance traveled on the braking time of the car retarder tret = 0.8
As you can see, the graphical dependences v(t) and x(t) are linear in accordance with (10) and (11).
Analysis of the graphical dependences v(t) and x(t) shows that during the time t = 3.711 s (see Fig. 1) the car will cover a distance of 29 m (the accepted length of the 1TP section of the hump) and at the same time its speed (see Fig. 2) will reach 7.748
m / s (~ 27.9 km / h). Taking into account the effect of wind on the side of the car, the time of car movement is t1tp = 3.805 s, and the car speed will decrease to 7.517 m / s (or 27.0 km / h).
x02T(t) -0
0.764 1.502 2.212 2.895 3.551 4.179 4.781 5.355
0.16 0.3: 0.48 0.64 0.8 t
Braking time of the car on the 1TP section, s
Analysis of the graphical dependences v(t) and x(t) also shows that during the time t = 3.711 s, its speed (see Fig. 2) increases from 7.633 m / s (the speed of entry to the 1TP section of the hump) to 7.748 m/s, and when exposed to wind from the side of the car, it slightly decreases (from 7.633 to 7.517 m / s), in so doing the car will travel a distance of 29.0 m (the accepted length of the 1TP section of the hill).
Conclusions
1. Mathematical models of the movement of a car (set of cars) along the entire length of the 1TP section of the hump under the influence of a scant rear-on wind, described in [5], made it possible to develop a new method for calculating this section, allowing to find the kinematic parameters of the car (time and speed) for a given geometric parameter (length) of the considered section of the hump.
2. The results of calculations to determine the kinematic parameters of the car using the new method made it possible, by the known value of the distance traveled by the car along the entire length of the 1TP section ("to pass") l1tp, to determine the time t1tp, during which a uniformly accelerated movement of the car will take place on this section of the hump. Using the value t1tp, the speed of the car at the end of the considered section v1tp (t1tp) was found.
The results of the studies performed can be used for the correct solution of problems in the calculation and design of marshalling humps.
Literature
1. O. Kondo, Y. Yamazaki Simulation Technology for Railway Vehicle Dynamics // Nippon Steel & Sumitomo Metal Technical Report No. 105 December 2013. Pp. 77-83.
2. V.YA. Negrej, S.A. Pozhidaev, E.A. Filatov Obosnovanie urovnya tekhnicheskogo osnashcheniya i optimizaciya parametrov konstrukcii sortirovochnyh kompleksov zheleznodorozhnyh stancij // Transportni sistemi ta tekhnologii perevezen'. Zbirnik naukovih prac' DNUZT. im. Akad. V. Lazaryana. Vip.8, 2014. S. 110-119.
3. Bardossy M. Analysis of Hump Operation at a Railroad Classification Yard // In Proceedings of the 5th International Conference on Simulation and Modeling Methodologies, Technologies and Applications (SIMULTECH-2015) p. 493-500. DOI: 10.5220/0005546704930500.
4. Nils Boysen, Simon Emde, Malte Fliedner The basic train makeup problem in shunting yards // OR Spectrum January 2016, Volume 38, Issue 1, pp 207-233.
5. Chenxu Lu, Jin Shi Dynamic response of vehicle and track in long downhill section of high-velocity railway under braking condition // Advances in Structural Engineering. 2019. doi.org/10.1177/1369433219870573.
6. Dick, C. T., Dirnberger, J. R. (2014). Advancing the science of yard design and operations with the CSX hump yard simulation system. Proceedings of the 2014 Joint Rail Conference, 1-10.
7. S.O. Bantyukova Trains Breaking-up Safety Control at Hump Yards // Eastern-European Journal of Enterprise Technologies. Vol 3, No 3(75) (2015)
8. Organization for Co-Operation between Railways (OSJD) // Operational and Technical Requirements for the Hump Yards. P 840. Warsaw, 2018.
9. D.M. Kozschenko, V.I. Bobrovsky, S.V. Grevtsov, M.I. Berezobyi. Controlling the Velocity of Rolling Cuts in Conditions of Reduction of Brake Opwer of Car Retardes. Nauka ta progress transportu. Visnik Dnipropetrovs'kogo nacion. univer. zaliznichnogo transportu, 2016. №3 (63). - S.28-40. ISSN 2307-3489.
10. Turanov Kh.T. O matematicheskom opisanii tormozheniya vagona na sortirovochnoj gorke / Kh.T. Turanov, A.A. Gordienko, Sh.U. Saidivaliev // Transport: nauka, tekhnika, upravlenie. 2019, № 7. S. 27 - 30. ISSN 02361914.
11. Turanov Kh.T. O podhode k opredeleniyu nekotoryh kinematicheskih parametrov dvizheniya vagona na tormoznyh poziciyah sortirovochnyh gorok / Kh.T. Turanov, A.A. Gordienko, Sh.U. Saidivaliev // International Journal of Advanced Studies. 2018, Vol 8, №4. S. 122 - 136. DOI: 10.12731/2227-930X-2018-4-122-136. ISSN 0236-1914.
12. Rudanovskij V.M. O popytke kritiki teoreticheskih polozhenij dinamiki skatyvaniya vagona po uklonu sortirovochnoj gorki / V.M. Rudanovskij, I.P. Starshov, V.A. Kobzev // Byulleten' transportnoj informacii. 2016. № 6 (252). S. 19-28. ISSN 2072-8115.
13. Pozojskij Yu.O. K voprosu dvizheniya vagona po uklonu zheleznodorozhnogo puti / Yu.O. Pozojskij, V.A. Kobzev, I.P. Starshov, V.M. Rudanovskij // Byulleten' transportnoj informacii. 2018. № 2 (272). S. 35-38. ISSN 20728115.
14. O. Polach, Creep forces in simulations of traction vehicles running on adhesion limit. Wear, 258(1), pp992- 1000, 2005
15. K. Turanov, A. Gordienko, S. Saidivaliev, S. Djabborov. Designing the height of the first profile of the marshalling hump. E3S Web of Conferences, Vol. 164, 03038 (2020). https://doi.org/10.1051/e3sconf/202016403038
16. K. Turanov, A. Gordienko, S. Saidivaliev, S. Djabborov. Movement of the wagon on the marshalling hump under the impact of air environment and tailwind. E3S Web of Conferences, Vol. 164, 03041 (2020). https://doi.org/10.1051/e3sconf/202016403041
17. Turanov K., Gordienko A., Saidivaliev S., Djabborov S., Djalilov K. (2021) Kinematic Characteristics of the Car Movement from the Top to the Calculation Point of the Marshalling Hump. In: Murgul V., Pukhkal V. (eds) International Scientific Conference Energy Management of Municipal Facilities and Sustainable Energy Technologies EMMFT 2019. EMMFT 2019. Advances in Intelligent Systems and Computing, vol 1258. Springer, Cham. https://doi.org/10.1007/978-3-030-57450-529
18. K.T. Turanov, S.U. Saidivaliev, D.I. Ilesaliev. Determining the kinematic parameters of railcar motion in hump yard retarder positions / K.T. Turanov, S.U. Saidivaliev, D.I. Ilesaliev // Structural integrity and life vol. 20, no 2 (2020), pp. 143-147.
19. Shukhrat Saidivaliev, Ramazon Bozorov,Elbek Shermatov. Kinematic characteristics of the car movement from the top to the calculation point of the marshalling hump. E3S Web of Conferences 264, 05008 (2021) https://doi.org/10.1051/e3sconf/202126405008
20. Саидивалиев Ш.У. Новая методика расчёта времени и скорости вагона при его движении на участке первой тормозной позиции сортировочной горки при воздействии встречного ветра / Ш.У. Саидивалиев, Р.Ш. Бозоров, Э.С. Шерматов // Вопросы Устойчивого Развития Общества. 2021, №6. С. 575-586.
Литература
1. О. Кондо, Ю. Ямадзаки Технология моделирования динамики железнодорожного транспорта // Технический отчет Nippon Steel и Sumitomo Metal № 105, декабрь 2013 г. Стр. 77-83.
2. В.Я. Негрей, С.А.Пожидаев, Е.А. Филатов Обоснование уровня технического оснащения и оптимизация параметров конструкции
сортировочных комплексов железнодорожных станций // Транспортные системы и технологии перевозки. Збирник научных практик ДНУЗТ. я. Акад. В. Лазаряна. Vip.8, 2014. С. 110-119.
3. Бардоси М. Анализ работы горки на классификационной станции железных дорог // Материалы 5-й Международной конференции по имитационному моделированию, методологиям, технологиям и приложениям (SIMULTECH-2015) с. 493-500. DOI: 10.5220 / 0005546704930500.
4. Нильс Бойсен, Саймон Эмде, Мальте Флиднер Основная проблема состава поезда на маневровых станциях // OR Spectrum, январь 2016 г., том 38, выпуск 1, стр. 207-233.
5. Чэньсю Лу, Цзинь Ши. Динамический отклик транспортного средства и пути на длинном участке спуска высокоскоростной железной дороги в условиях торможения // Успехи в проектировании конструкций. 2019. doi.org/10.1177/1369433219870573.
6. Дик, К. Т., Дирнбергер, Дж. Р. (2014). Развитие науки о проектировании и эксплуатации дворовых площадок с помощью системы моделирования горных дворов CSX. Материалы Совместной железнодорожной конференции 2014 г., 1-10.
7. С.О. Бантюкова тренирует контроль безопасности на горках // ВосточноЕвропейский журнал корпоративных технологий. Том 3, No 3 (75) (2015)
8. Организация сотрудничества железных дорог (ОСЖД) // Эксплуатационные и технические требования к горкам. P 840. Варшава, 2018.
9. Д.М. Козщенко, В. Бобровский, С. Гревцов, М. Березобый. Управление скоростью раскатки в условиях снижения тормозной способности замедлителей автомобилей. Наука та прогресс транспорта. Вюник Днепропетровского народа. универ. защитного транспорта, 2016. №3 (63). - С.28-40. ISSN 2307-3489.
10. Туранов Х.Т. О математическом описании торможения вагона на сортировочной горке / Х.Т. Туранов, А.А. Гордиенко, Ш.У. Сайдивалиев // Транспорт: наука, техника, управление. 2019, № 7. С. 27 - 30. ISSN 0236-1914.
11. Туранов Х.Т. О подходе к определению некоторых кинематических параметров движения вагона на тормозных позициях сортировочных горок / Х.Т. Туранов, А.А. Гордиенко, Ш.У. Сайдивалиев // Международный журнал перспективных исследований. 2018, Том 8, №4. С. 122 - 136. DOI: 10.12731 / 2227-930X-2018-4-122-136. ISSN 0236-1914.
12. Рудановский В.М. О попытке критики теоретических положений динамики скатывания вагона по уклону сортировочной горки / В. Рудановский, И. Старшов, В.А. Кобзев // Бюллетень транспортной информации. 2016. № 6 (252). С. 19-28. ISSN 2072-8115.
13. Позойский Ю.О. К вопросу движения вагона по уклону железнодорожного пути / Ю.О. Позойский, В.А. Кобзев, И. Старшов, В. Рудановский // Бюллетень транспортной информации. 2018. № 2 (272). С. 35-38. ISSN 2072-8115.
14. Полач О. Силы ползучести в моделировании тяговых машин, движущихся на пределе сцепления. Износ, 258 (1), стр. 992-1000, 2005 г.
15. Туранов К., Гордиенко А., Сайдивалиев С., Джабборов С. Расчет высоты первого профиля сортировочной горки. E3S Web of Conferences, Vol. 164, 03038 (2020). https://doi.org/10.1051/e3sconf/202016403038
16. Туранов К., Гордиенко А., Сайдивалиев С., Джабборов С. Движение вагона по сортировочной горке под воздействием воздушной среды и попутного ветра. E3S Web of Conferences, Vol. 164, 03041 (2020). https://doi.org/10.1051/e3sconf/202016403041
17. Туранов К., Гордиенко А., Сайдивалиев С., Джабборов С., Джалилов К. (2021) Кинематические характеристики движения автомобиля от вершины до расчетной точки горки. В: Мургуль В., Пухкал В. (ред.) Международная научная конференция «Энергетический менеджмент в
муниципальных объектах и устойчивые энергетические технологии» EMMFT 2019. EMMFT 2019. Достижения в области интеллектуальных систем и вычислений, том 1258. Springer, Cham. https://doi.org/10.1007/978-3-030-57450-529
18. К.Т. Туранов, С. Сайдивалиев, Д. Илесалиев. Определение кинематических параметров движения вагона в положениях замедлителя горки / К.Т. Туранов, С. Сайдивалиев, Д. Илесалиев // Структурная целостность и жизнь т. 20, № 2 (2020), стр. 143-147.
19. Шухрат Сайдивалиев, Рамазон Бозоров, Эльбек Шерматов. Кинематические характеристики движения вагона от вершины до расчетной точки сортировочной горки. E3S Web of Conferences 264, 05008 (2021) https://doi.org/10.1051/e3 sconf/202126405008
20. Саидивалиев Ш.У. Новая методика расчёта времени и скорости вагона при его движении на участке первой тормозной позиции сортировочной горки при воздействии встречного ветра / Ш.У. Саидивалиев, Р.Ш. Бозоров, Э.С. Шерматов // Вопросы Устойчивого Развития Общества. 2021, №6. С. 575-586.
