Vol 24, No 1 (2024)
Mechanics
On the dynamic contact problem with two deformable stamps
Abstract
The problem of the time-harmonic behavior of two deformable semi-infinite stamps lying on a deformable base is considered. It is assumed that the stamps converge with parallel ends in such a way that they form a crack, defect, or tectonic fault in the convergence zone. The deformable die material has a simple rheology described by the Helmholtz equation. To consider the cases of deformable stamps of complex rheologies, a new universal modeling method can be used. It allows solutions of vector boundary value problems for systems of partial differential equations describing materials of complex rheologies to be represented as decomposed by solutions of individual scalar boundary value problems. A high-precision solution to the boundary value problem is constructed, which makes it possible to obtain a dispersion equation describing resonant frequencies. The existence of resonant frequencies for deformable stamps was predicted in the works of I. I. Vorovich. The result remains valid for the case of absolutely solid semi-infinite stamps. Earlier, it was shown that resonances arise in the contact problem of the oscillation of two absolutely rigid stamps of finite dimensions on a deformable layer. However, the dynamic contact problem for the case of two semi-infinite stamps acting on a multilayer medium has not been studied before. The study is based on the block element method, which makes it possible to construct exact solutions to boundary value problems for partial differential equations. In addition, factorization methods are used and some subtle properties of the Wiener – Hopf equations are used, in particular, those belonging to the famous mathematician M. G. Crane. The proposed methods make it possible to conduct research for the entire frequency range and an arbitrary distance between the ends of semi-infinite plates. The results of the study can be used to evaluate the strength properties of structures with contact joints made of different types of materials in dynamic modes.
4-13
Numerical modeling of the processes of deformation and buckling of multilayer shells of revolution under combined quasi-static and dynamic axisymmetric loading with torsion
Abstract
A two-dimensional formulation and method for numerical solution of problems of deformation and loss of stability of multilayer elastoplastic shells of rotation under quasi-static and dynamic axisymmetric loading with torsion have been developed. The defining system of equations is written in a Cartesian or cylindrical coordinate system. Modeling of the process of deformation of shell layers is carried out on the basis of hypotheses of solid mechanics or the theory of Timoshenko-type shells, taking into account geometric nonlinearities. Kinematic relations are written in speeds and formulated in the metric of the current state. The elastic-plastic properties of the shell are described by the generalized Hooke's law or the theory of plastic flow with nonlinear isotropic hardening. The variational equations of motion of the shell layers are derived from the three-dimensional balance equation of the virtual powers of the work of continuum mechanics, taking into account the accepted hypotheses of the theory of shells, either a plane deformed state or a generalized axisymmetric deformation with torsion. Modeling of the contact interaction of shell layers is based on the condition of rigid gluing or the condition of non-penetration along the normal and sliding along the tangential. To solve the governing system of equations, a finite-difference method and an explicit time integration scheme of the “cross” type are used. The method was tested on the problem of buckling of a three-layer cylindrical shell with elastoplastic load-bearing layers of aluminum alloy D16T and an elastic filler under quasi-static and dynamic loading by hydrostatic pressure, linearly increasing with time. The problem was solved in two versions: all three layers were modeled as a finite element of a continuous medium, or the load-bearing layers were modeled as shell elements, and the filler as elements of a continuous medium. The results of calculations using the two models are in good agreement with each other in terms of ultimate pressures and modes of buckling.
14-27
On asymmetrical equilibrium states of annular plates under normal pressure
Abstract
The unsymmetrical buckling of annular plates with an elastically restrained edge which are subjected to normal pressure is studied in this paper. The unsymmetric part of the solution is sought in terms of multiples of the harmonics of the angular coordinate. A numerical method is employed to obtain the lowest load value, which leads to the appearance of waves in the circumferential direction. The effect of plate geometry (ratio of inner to outer radii) and boundary on the buckling load is examined. It is shown, that for an annulus the buckling pressure and the buckling mode number decreases as the inner radius increases. It is shown that as the internal radius increases, the plate loses stability as the buckling pressure decreases, which also leads to the buckling mode number decrease.
28-34
Methodology and features of a computational experiment to assess the resource of responsible engineering facilities
Abstract
The problem of obtaining estimates of the strength and resource characteristics of critical engineering infrastructure facilities under operational multiparametric nonstationary thermomechanical impacts is considered. The basic degradation mechanisms in structural materials (metals, alloys) under these influences are identified. The methodology of resource assessment of responsible engineering facilities based on end-to-end modeling of the entire life cycle of the object is substantiated. End-to-end modeling forms a set of computational experiments of different levels of complexity, each of which has its own characteristic features and semantics. From the perspective of the mechanics of the degraded continuum, a mathematical model of the damaged medium has been developed, in which the processes of thermoplasticity and damage accumulation are generated by thermal fatigue. The model describes the effects of cyclic thermoplastic deformation; kinetics of damage accumulation; conditions of macroscopic destruction of the material. The model postulates the representation of the yield surface and the principle of gradiency of the velocity vector of plastic deformations at the loading point. A variant of the thermoplasticity equations describes the main effects in proportional and disproportionate modes. The thermoplasticity model is constructed as a system of “nested” models and contains the forms of equations of the theory of plastic flow under small deformations: various variants of isotropic hardening (ideally plastic material with a constant flow surface, linear isotropic hardening, variant of isotropic nonlinear hardening), various cases of kinematic hardening (linear kinematic hardening, the case of purely nonlinear kinematic hardening) and the general case of translational isotropic hardening. The kinetics of fatigue damage accumulation is described by introducing a scalar damage parameter and based on the energy principles of taking into account the main effects of the damage accumulation process for arbitrary complex loading modes. The condition of reaching the critical damage value is used as a criterion for macroscopic destruction. The relationship between the components of the model is carried out by introducing effective stresses. The paper presents a numerical analysis of the thermal fatigue life of a compact sample with stress concentrators simulating the operation of parts in the nozzle box of a steam turbine of a nuclear power plant. During the analysis, the characteristic features of thermal fatigue in the details of power equipment were studied. It is shown that the end-to-end modeling technology can be effectively used to assess the resource characteristics of power equipment parts under operational loading conditions.
35-48
Free vibration frequencies of prismatic thin shells
Abstract
The paper examines the natural frequencies of prismatic thin shells, the cross-section of which is the regular polygon. Spectra of free vibration frequencies of such shells are analyzed as the number of cross-section sides increases, provided that the perimeter is preserved. The relation between fundamental frequencies of the prismatic shells with the regular polygonal cross-section and a circular cylindrical shell is discussed. For a small and large number of polygon sides analytical and asymptotic solutions are compared with numerical solutions obtained by the finite element method (COMSOL). The convergence of the numerical method is studied for the prismatic shell with a large number of facets.
49-56
Asymptotic analysis of the axisymmetric problem for the transverse compression of a thin elastic disk in the case of mixed boundary conditions along its faces
Abstract
The axisymmetric problem for the transverse compression of a thin elastic disk is considered in slip absence. An asymptotic solution for the interior stress-strain state is constructed. An approach to determining a plane boundary layer localized near the outer contour of the disk is outlined.
57-62
Connectivity in a rough plane and axially symmetric contacts with a special coating
Abstract
There is some evidence that in certain cases a contact of rough elastic solids is multiply connected, i.e. have regions in it where contact surfaces are apart from each other and the contact pressure is zero. The issue of the connectivity in rough elastic contacts has both theoretical and practical interest, especially for seals. In this paper, we extend the earlier conducted analysis of rough contacts without coatings in plane and axially symmetric formulations on the cases of plane and axially symmetric rough elastic contacts with special coatings and compare our findings. The main goal of the paper is to obtain the exact analytical solutions of plane and axially symmetric rough elastic contacts with a special coating and analyze their properties such as contact connectivity and contact pressure smoothness compared to the smoothness of the surface roughness profile. This goal is achieved by using solution expansions in Chebyshev and Legendre orthogonal polynomials. A range of contact parameters has been determined for which the contacts are connected individually.
63-70
Natural vibration of composite elliptical cylindrical shells filled with fluid
Abstract
The aerospace industry often uses cylindrical shells with elliptical cross-section, which are manufactured from composite material using a filament winding method. During the fabrication process or operation of the structure, there is a probability of shape imperfection in the form of deviation from a circular cross-section. The vibration analysis of such structures containing fluid requires an in-depth study to determine the performance characteristics affecting their life cycle. In this article we develop a mathematical formulation and present the corresponding finite element algorithm for determining the natural frequencies of vibrations of layered composite elliptical cylindrical shells filled with fluid. The problem is solved in a three-dimensional formulation by the finite element method. The curvilinear surface of the shell is represented as a set of flat rectangular segments, in which the relations of the classical laminated plate theory are fulfilled. The membrane displacements are described using bilinear Lagrange shape functions. The deflection in the direction normal to the lateral surface and the rotation angles are approximated by incompatible cubic Hermite polynomials. Small vibrations of an ideal compressible fluid are described in the framework of the acoustic approximation by a wave equation for hydrodynamic pressure, which, together with the boundary conditions and the impermeability condition on the wetted surface, is transformed to a weak form. The verification of the developed numerical algorithm is carried out by comparing the obtained natural frequencies of vibration with the known data presented in the literature for layered composite circular cylindrical shells. A number of examples are considered to evaluate the influence of geometrical dimensions of the structure, boundary conditions at the shell edges and the ratio of ellipse semi-axes. New quantitative and qualitative dependencies have been established, and the possibility of the natural frequency control through the selection of parameters of composite material has been shown.
71-85
On the influence of surface stresses and inertia on the natural low-frequency vibrations of an elastic ultrathin strip-beam
Abstract
A differential equation is derived that describes free long-wave vibrations of a low-dimensional elastic isotropic strip-beam, taking into account effects on free surfaces. Boundary conditions on external surfaces are formulated within the framework of the Gurtin – Murdoch surface theory of elasticity, which takes into account surface inertia and shear stresses, including residual ones. Additional geometric dimensions are introduced, associated with the face surfaces, which are assumed to be small compared to the main geometric dimension — the wavelength. The ratio of the thickness of the ultrathin strip to the wavelength of bending vibrations is considered as the main small parameter. Using the method of asymptotic integration of two-dimensional equations of the theory of elasticity over the thickness of the strip-beam, relations for displacements and stresses in the volume of the strip were obtained in explicit form. The main result of the paper is a differential equation for low-frequency vibrations of a beam, which takes into account surface effects and generalizes the well-known equations of beam theory. It is shown that the presence of surface stresses leads to an increase in natural frequencies from the lower spectrum, while taking into account surface inertia, as well as transverse shears in volume, leads to a decrease in frequencies.
86-96
Development of aluminum matrix composite with improved mechanical properties by the directional regulation of the chemical composition of the reinforcing dispersed phase surface
Abstract
For obtaining new metal matrix composites, one needs to develop approaches to the selection of reinforcing additives, the identification of the relationship of the properties of the resulting material with the composition, concentration and morphology of the additives introduced, the creation and search for new affordable and cheap additives. As one of the solutions to this problem, the authors propose to obtain aluminum matrix composites based on the structuring of an Al matrix with titanium carbide nanostructures ($\leq 5$ nm) by atomic layer deposition (ALD). The resulting material has an important feature — the absence of obvious interface boundaries between the Al matrix and the reinforcing carbide phase, that ensures the components binding into a single whole. Composites, for the hardening of which a reinforcing phase with surface carbide nanostructures is used, in addition to a higher tensile strength, demonstrate a more plastic fracture pattern characteristic of dispersed hardening of materials. With an increase in the amount of the composite reinforcement from 1 to $5\%$, embrittlement of the material does not occur, as is observed when carbide particles are introduced into the Al matrix by other methods.
97-108
Two-dimensional Nye figures for hemitropic micropolar elastic solids
Abstract
The paper is devoted to a wide range of problems related to the two-dimensional Nye figures for micropolar continua. The method of two-dimensional matrix representation of fourth-rank tensors is well known from monographs on crystallography. Such representations are used to simplify tensor notation of the equations of anisotropic solids. This method allows us to represent the asymmetric constitutive tensors and pseudotensors of the fourth, third and second ranks in the form of specific two-dimensional figures. The Nye figures for the constitutive hemitropic tensors of the fourth and second ranks are given. The matrix form of the constitutive equations of a hemitropic micropolar solid in the athermal case is obtained. The transformation of the pseudotensor governing equations of the micropolar theory to a formulation in terms of absolute tensors is carried out via the pseudoscalar units and their integer powers. The study is carried out in terms of absolute tensors in a Cartesian rectangular coordinate system.
109-122
Forced oscillations of a three-layer plate in an unsteady temperature field
Abstract
The effect of a constant intensity heat flux on forced oscillations of a circular three-layer plate with an asymmetric thickness is investigated. The plate is thermally insulated along the contour and the lower plane. An approximate solution of the thermal conductivity problem was used, obtained by averaging the thermophysical parameters of the materials of the layers over the thickness of the package. According to the Neumann hypothesis, free plate oscillations caused by an instantaneous drop in heat flow are summed up with forced oscillations from the power load. The deformation of the plate package corresponds to the polyline hypothesis. In relatively thin outer bearing layers, Kirchhoff's hypotheses are valid. In sufficiently thick incompressible filler, the deformed normal retains straightness and length, but rotates by an additional angle. The formulation of the corresponding initial boundary value problem includes the equations of motion obtained using the d'Alembert principle and the variational Lagrange method. The initial conditions are assumed to be homogeneous, the contour of the plate is pivotally supported. The analytical solution of an inhomogeneous system of partial differential equations is obtained using the method of expansion into a series according to a system of proper orthonormal functions. As a result, analytical expressions are written out for three desired functions – plate deflection, shear and radial displacement in the filler. An example of oscillations under the action of an instantaneously applied uniformly distributed load is considered. A numerical parametric analysis of the natural oscillation frequencies and the resulting solution depending on the intensity of the heat flux for a plate with layers of titanium alloy, fluoroplast-4, and duralumin is given.
123-137
The asymptotic analysis of free vibrations of a cylindrical shell joined with annular plates
Abstract
Low frequencies and vibration modes of a closed circular cylindrical shell joined with annular plates are obtained by means of asymptotic methods. Two types of vibrations, corresponding to narrow and wide plates, are analyzed. If the width of the ring is sufficiently small, then the vibration mode of the stiffened shell is similar to the mode of the shell without rings. For wide plates joined with a cylindrical shell the vibration mode is localized on the surface of the ring, and the cylindrical shell itself does not actually deform. In both cases the solution of a boundary value problem is searched in the form of the sum of slowly varying functions and edge effect integrals. For narrow plates as a first approximation we obtain a problem about vibrations of the beam supported by springs. For wide plates the problem is reduced to a problem about vibrations of a ring plate.
138-149
Юбилеи
Leonid Yu. Kossovich. To the 75th birthday anniversary
Abstract
The article is dedicated to the anniversary of the editor-in-chief of this journal Leonid Yu. Kossovich. The paper presents an overview of the scientific areas in which our anniversary celebrant worked and his publications over the past five years.
150-157

