Structural Mechanics of Engineering Constructions and BuildingsStructural Mechanics of Engineering Constructions and Buildings1815-52352587-8700Peoples’ Friendship University of Russia named after Patrice Lumumba (RUDN University)3442210.22363/1815-5235-2023-19-1-56-63Research ArticleCalculation of radially inhomogeneous ring loaded with normal and tangential loadsAndreevVladimir I.<p>Doctor of Technical Sciences, Professor of the Department of Strength of Materials</p>asv@mgsu.ruhttps://orcid.org/0000-0002-1057-4329Moscow State University of Civil Engineering (National Research University)30032023191566315042023Copyright © 2023, Andreev V.I.2023<p style="text-align: justify;">The aim of the study is to solve the problem of the stress-strain state of a thin ring under radial and ring loads, factoring in the radial inhomogeneity of the ring. Also, the task is to compare the two calculation methods to the example of solving the problem of uneven load distribution along the outer surface of the ring with one-dimensional inhomogenuity. Analytical or numerical-analytical solutions are used in the two-dimensional plane problem of the theory of elasticity in polar coordinates for an inhomogeneous body. Most of these problems consider centrally symmetric circular bodies. As a rule, this is possible when all unknown functions depend on the radius. These tasks correspond with the majority of ring and cylindrical structures. Pipes are suitable for creating pipeline systems and civil engineering, they are used for gas pipelines, in heating networks and water supply systems. The key feature of the work lies in the consideration of uneven radial and ring loads distribution along the outer surface of the ring. Comparison of the calculation results obtained by two methods makes it possible to determine the stressed and deformed states with sufficient accuracy, an indicator of which is the obtaining of the ring stresses.</p>thin ringplane taskradial loadsring loadsradial inhomogeneityanalytical methodsnumerical-analytical methodsтонкое кольцоплоская задачарадиальные нагрузкикольцевые нагрузкирадиальная неоднородностьаналитические методычисленно-аналитические методыIntroduction The article considers a plane problem of the theory of elasticity in polar coordinates for a radially inhomogeneous disk under the action of variable normal and tangential loads, factoring in the radial inhomogeneity. The solution of the problem makes it possible to calculate the strength and deformability of pipes under the action of internal and external pressure, as well as torsion. The feature of this article is the heterogeneity of the structure, which significantly expands the scope of solving problems of the mechanics of deformation in solids. The first articles on the formulation and solution of problems in the mechanics of inhomogeneous bodies began in the 50s and 60s, when the first computers appeared. A significant contribution to the development of the mechanics of inhomogeneous bodies was made by Russian scientists: S.G. Mikhlin [1], G.B. Lekhnitsky [2], V.A. Lomakin [3], G.B. Kolchin [4; 5]. The works of Polish scientists, primarily V. Olshak and his students [6; 7] should also be mentioned. The author of this article began to pursue this field of mechanics in 1974 [8-11] and continues to do so with his students and colleagues to the present day [12-15]. The proposed article is dedicated to solving the problem of the stress-strain state of a thin ring under radial and ring loads factoring in the radial inhomogeneity of the ring. The problem is a two-dimensional one with one-dimensional inhomogeneity. The author uses the method of separation of variables, which is based on the development of the generalized solution of J. Michell for the plane problem in polar coordinates, which was written about in [16]. Two solutions to the problem are given: an analytical one and a numerical-analytical one, and comparison of the two calculations’ results is shown. Formulation of the problem We consider the problem of the equilibrium of a thin ring when forces are applied to its outer surface: (1) and the inner surface is load-free (Figure 1). Figure 1. Calculation scheme of the problem The modulus of elasticity of the ring material changes according to the power law: (2) Poisson's ratio ν = const. Analytical solution The analytical solution is made on the basis of the method [17], derived from the development of the generalized J.H. Michell solution [16], for calculating a plane problem in polar coordinates for inhomogeneous structures. In this method, the solution is obtained in the form: (3) in which each summand consists of the product of unknown functions , multiplied by a certain trigonometric function. In (3), the indices s and c mean that the corresponding functions are multiplied by sinnθ or cosnθ. The solution is reduced to an infinite partially decomposing system of second-order equations. In the problem under consideration, the corresponding equations are selected from this system depending on the boundary conditions and formulas for stresses. According to (1) the boundary conditions have the form (4) Comparing the boundary conditions and stresses, it can be assumed that the expressions for stresses should contain the functions φ0, ψ1, φs2 and ψs2. From the system of differential equations mentioned above, it is necessary to consider the following four equations to determine those functions: (5) (6) (7) (8) A transition is made in the above equations, from a plane deformed state to a plane stressed state by replacing the parameter λ with . Considering that the solution of this problem factoring in the unambiguity condition, should not have terms containing θ, it follows from (3) that Given this equality, equation (6) takes the form . The integral of this equation is a linear function that becomes a constant at r = a, b. Since the boundary conditions (18) for considering (1) do not contain a constant, we should set . Then equation (5) is simplified: (9) and can serve to determine the function of . Thus, the problem can be divided into two parts: to determine the axisymmetric component of the solution using (9) and to use (7), (8) for determination of the component that depends on θ. Substituting formula (2) into the these equations leads them to the form (10) (11) (12) The solution of equation (10) is the following function: (13) where , . The constants of integration that are used in (13) can be found from the boundary conditions for the axisymmetric component of the external load: The system of two ordinary differential equations (11), (12) can be reduced to one fourth-order equation as follows. From equation (11) we express as a function of , and its derivatives: (а) Using the differentiation of this expression by r and substituting equality (a) into it, we obtain (b) Substituting (a) and (b) into (5.40), we find the expression for : (c) By differentiating the last equation once with by , we equate the obtained expression with (a) by substituting (c) in it. As a result, we obtain a fourth-order equation with respect to the function : (14) The resulting equation can be reduced to a differential equation with constant coefficients by introducing a variable t with the dependence r = et: The characteristic equation corresponding to the resulting equation will be Using the substitution , this equation can be reduced to a quadratic one: The final solution of equation (14) has the form its constants Di are determined from the boundary conditions for the non-axisymmetric component: The function can be found from equality (c). Below is an example of a calculation performed for the following initial data: δ = -1; b/a = 2; ν = 1/3; E = 2·104 MPa. Figure 2 shows the stress diagrams along the three radius directions. It can be concluded from the graphs shown above that the consideration of heterogeneity in this case does not lead to a qualitative change in the character of the diagrams. Numerical differences in some cases amount to approximately 20%. It is logical to assume that with more substantial heterogeneity, the differences in the results for homogeneous and heterogeneous materials may be more significant. In this case, it is simple enough to trace the dependence of displacements on the inhomogeneity of the material. Figure 3 shows the diagrams of the displacements of the points along the angular coordinate of the inner contour of the ring. It can be noticed that the displacements in the inhomogeneous ring are larger than in the homogeneous ring. This fact is explained by the fact that when δ = -1 then the modulus of elasticity decreases from the inner contour to the outer contour twice, and this leads to a decrease in the stiffness of the ring as a whole. Рисунок2а 1) θ = 0; 2) θ = π/4; 3) θ = π/2 Изображение выглядит как диаграмма Автоматически созданное описание Figure 2. Stresses σθ in the ring: - - inhomogeneous material; - - homogeneous material Figure 3. Displacements of points on the inner contour of the ring: - - inhomogeneous material; - - homogeneous material Solution using numerical-analytical method In this section we consider the problem, the analytical solution of which was obtained in item 3. By the example of this problem the application of numerical-analytical method will be demonstrated, including numerical solution of systems of ordinary differential equations [6; 7]. At the same time it is possible to determine the accuracy of the method under consideration. As it was shown above, in order to satisfy the boundary conditions (4) considering (1), it is sufficient to restrict formulas (3) to the summands φ0, φc2cos2θ and ψs2sin2θ. The expressions for the stresses σr and τrθ in the boundary conditions will have the form (15) Equations (10)-(12) are valid for the functions φ0, φc2 and ψs2 for the law of changing for the modulus of elasticity (2). Equation (10) is reduced to a system of two first-order equations, introducing the following notations : (16) Boundary conditions (4) for the axisymmetric component of stresses will take the form: (17) Equations (11), (12) with introduction of notations are transformed to a system of four equations of the first order. Adding the boundary conditions (4) for the non-axisymmetric component to these equations, we obtain the boundary task for functions and . The calculation was carried out on the interval (a, b) with an equal division into 100 steps for the same initial data as in item 3. Table shows comparative values of stresses in the inhomogeneous ring at θ = 45°, obtained as a result of analytical and numerical calculations. Stresses in the ring r/a Analytical solution Numerical solution σr τrθ σr τrθ 1.0 0 0 0 0 1.2 0.252 -1.266 0.263 -1.296 1.4 0.377 -1.338 0.378 -1.363 1.6 0.444 -1.108 0.444 -1.121 1.8 0.480 -0.807 0.480 -0.813 2.0 2.000 -0.500 2.000 -0.500 Comparison of the results obtained by the two methods allows us to conclude that the accuracy of the numerical-analytical method is sufficiently high. If we consider a ring with sufficiently large ratio of outer and inner radii, then we can obtain the solution of the problem of tension-compression of a plate with a small circular hole using the calculation method shown above. The solutions for tension of an inhomogeneous plate with a hole in one direction, tension-compression in two directions, and shearing of a plate with a hole were obtained in [8]. It was demonstrated on the basis of numerical-analytical calculation of a homogeneous plate and comparison of the results with the solution of the Kirsch problem [4] that satisfactory accuracy can be achieved when the ratio of the plate dimensions to the hole radius is more than 10. Conclusion The problem considered in the paper is an example of using a generalized method for calculating a plane two-dimensional problem for a radially inhomogeneous ring. The possibility of obtaining an analytical solution to such problems largely depends on the inhomogeneity of the material, i.e., first of all, on the dependence of the modulus of elasticity of the material on the radius. The degree dependence of the modulus of elasticity on the radius selected in the paper is the simplest one. 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