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<article xmlns:xlink="http://www.w3.org/1999/xlink">
  <front>
    <journal-meta />
    <article-meta>
      <title-group>
        <article-title>Estimation of accuracy, stiffness and stability of shell structures of mirror antennas using computer simulation</article-title>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <string-name>Andrii Sverstiuk</string-name>
          <xref ref-type="aff" rid="aff0">0</xref>
        </contrib>
        <contrib contrib-type="author">
          <string-name>Mykola Stashkiv</string-name>
          <email>stashkiv@tntu.edu.ua</email>
          <xref ref-type="aff" rid="aff1">1</xref>
        </contrib>
        <contrib contrib-type="author">
          <string-name>Andrii Remez</string-name>
          <xref ref-type="aff" rid="aff1">1</xref>
        </contrib>
        <contrib contrib-type="author">
          <string-name>Mykola Poshyvak</string-name>
          <xref ref-type="aff" rid="aff1">1</xref>
        </contrib>
        <contrib contrib-type="author">
          <string-name>Volodymyr Machohan</string-name>
          <email>machohanvr@tdmu.edu.ua</email>
          <xref ref-type="aff" rid="aff0">0</xref>
        </contrib>
        <aff id="aff0">
          <label>0</label>
          <institution>I. Horbachevsky Ternopil National Medical University</institution>
          ,
          <addr-line>Maidan Voli, 1, Ternopil, 46002</addr-line>
          ,
          <country country="UA">Ukraine</country>
        </aff>
        <aff id="aff1">
          <label>1</label>
          <institution>Ternopil Ivan Puluj National Technical University</institution>
          ,
          <addr-line>Rus'ka str. 56, Ternopil, 46001</addr-line>
          ,
          <country country="UA">Ukraine</country>
        </aff>
      </contrib-group>
      <abstract>
        <p>The paper deals with simulation modeling of shell structures of mirror antennas in the evaluation of accuracy, stiffness, and stability. The relevance of the study lies in the fact that it is the loads on thin-walled elements of mirror antennas that determine their strength and durability, depending on the purpose and method of operation of the device of which the antenna is an integral part. Attention is focused on loads that can be of different types and are determined mainly by mechanical effects and temperature conditions, as well as on the shell elements of DSA structures, which are made in the form of shells of complex shape. When assessing the strength and serviceability of shell structures, the problems of stress-strain state, stability, and bearing capacity in static and dynamic formulations are considered. The basic concepts, principles of satellite dishes functioning, and results of local stability study are considered. The method of realization of the formation of a reinforced composite material and the method of electric arc spraying of mesh material are described. Attention is focused on the mutual fixation of the sputtered material and thermal loads. The basic equations of the stressstrain state of the shells and the results of simulation modeling of wind loading are presented. A graphical representation of the reinforced composite material, an antenna with a diameter of 1.5 m and a mesh aperture of 5 mm is presented. Simulation modeling of the heterogeneity of the distribution of the safety factor for a 3 mm thick aluminum antenna and the safety factor for a reinforced composite parabolic antenna is carried out. Separately, the results of modeling deformation processes in an antenna made of a solid sheet of aluminum under wind load are presented, which is extremely important for natural factors affecting the stability, reliability, and durability of the means of transmitting and receiving signals from satellites, especially in war conditions.</p>
      </abstract>
      <kwd-group>
        <kwd>eol&gt;antenna mirrors</kwd>
        <kwd>electric arc spraying</kwd>
        <kwd>reinforced composite material</kwd>
        <kwd>stiffness</kwd>
        <kwd>stress-strain state</kwd>
      </kwd-group>
    </article-meta>
  </front>
  <body>
    <sec id="sec-1">
      <title>1. Introduction</title>
      <p>
        The theory of shells has been developed quite fully and is presented in various works of
scientists [
        <xref ref-type="bibr" rid="ref1">1</xref>
        ]. The source of its development is technical specifications. The main
achievements of the theory are reflected in many works, of which we will highlight the
manufacturing, production and design, which were carried out by scientists from Ukraine
and foreign authors, as reflected in works [2, 3]. These papers describe the main
achievements of the theory of shells, present the general equations of the theory and
methods for solving them, and consider many special problems.
      </p>
      <p>Determination of the stress-strain state (SSS) (forces and strains) of shell elements is
usually not sufficient for their limit states, which characterize the performance of these
elements. Achievement of the limit states may be associated with different mechanisms of
destruction of structural elements. These issues are related to the study of the entire
process of deformation of the system in a physically and geometrically complicated
nonlinear formulation with the determination of the limit or crestal loads in one sense or
another, characterizing the limit state of the system.</p>
      <p>It is important to take into account the real properties of the material: plasticity,
viscoelasticity, and creep. This significantly complicates the formulation and methods for
solving the problems of stress-strain state and boundary states of shell systems
(compared to elastic ones).</p>
      <p>Certain simplifications are achieved by adopting some idealized models. For example,
the load-bearing capacity of elastoplastic structures is sometimes considered on the basis
of a model of a perfectly plastic body. The corresponding section of the theory of plasticity,
the theory of limit equilibrium, discusses effective methods for determining the bearing
capacity that can be applied to the calculation of many real systems.</p>
    </sec>
    <sec id="sec-2">
      <title>2. Basic concepts and principles</title>
      <p>A satellite antenna is an antenna used to receive or transmit radio signals between
ground stations and artificial Earth satellites [4, 5]. Mirror antennas are the most common
class of satellite dishes. They are used in different bands, from decimeter waves to
Kuband, and on different types of stations - from individual TV reception systems to space
communication centers. Mirrored antennas are antennas in which the field in the opening
is formed as a result of the reflection of an electromagnetic wave from the metal surface of
a special reflector (mirror). The source of the electromagnetic wave is usually an antenna
called a mirror irradiator or simply an irradiator. The mirror and the irradiator are the
main elements of a mirror antenna. The surface of the mirror is shaped to form the desired
radiation pattern (RP). The most common mirrors are in the form of a paraboloid of
rotation, a truncated paraboloid, a parabolic cylinder, or a specially shaped cylinder. The
irradiator is placed in the focus of the paraboloid or along the focal line of the cylindrical
mirror [6] (Fig. 1).</p>
      <p>From the definition of a parabola, its basic property follows: the sum of the distances
from the focus F to any point A on the parabola and from this point A to point A' on the
mirror's opening is constant FA  AA'  const . Due to this property, the optical paths from
the focus to the opening points are identical, so that a spherical wave created by a point
illuminator placed in the focus is converted into a plane wave after reflection from the
paraboloid of rotation. Accordingly, a cylindrical wave produced by a linear irradiator is
converted into a plane wave by a parabolic cylinder. In both cases, the field on the
radiating surfaces of the parabolic antennas is in phase, which achieves high radiation
directivity. There are two types of parabolic antennas: direct-focus (Fig. 2) and offset (Fig.
3).</p>
      <p>The direct-focus antenna is a classical rotation parabolic antenna. This allows for a
more accurate orientation to the selected satellite. Typically, such antennas are used to
receive a signal in the C-band, which is weaker than the signal in the Ku-band. However, it
is also possible to receive a signal in the Ku-band, as well as a combined signal.</p>
      <p>The offset antenna is the most common in individual satellite TV reception. An offset
antenna is an elliptical paraboloid (in the cross-section of an ellipse). The focus of such a
segment is located below the geometric center of the antenna, which eliminates
shadowing of the antenna's useful area by the irradiator and its supports, which increases
its efficiency with the same mirror area as an axisymmetric antenna. Typically, offset
antennas are used to receive Ku-band signals (in linear and circular polarization).
However, it is also possible to receive a signal in the C-band, as well as a combined signal
[7].</p>
      <p>In the course of operation, under the influence of mechanical loads or temperature
field, structural elements may acquire imperfections: imperfect shapes, changes in
material characteristics, such as hardening, etc. Such imperfections also occur during the
manufacturing process of structures. They must be taken into account when calculating
the stress-strain state and especially the ultimate loads, since imperfections resulting from
various causes can reduce the load-bearing capacity of the structure. At the same time,
special types of imperfections (e.g., for the shell - if they do not coincide with the form of
exhaustion of its bearing capacity) do not reduce and, in principle, can slightly increase the
bearing capacity of some shell elements. Therefore, the issue of accounting for initial
imperfections is of great importance. It becomes even more complicated for elastic-plastic
shell systems, where not only the effect of changes in the initial shape of the shell is
important, but also the effect of the loading history (in particular, changes in material
properties during loading). Some issues of studying the shape imperfections and residual
stresses on the bearing capacity of shells are considered in the paper.</p>
      <p>Below is the basic information about mechanical loads acting on thin-walled elements
of the SFA in various cases of their operation. Some problems of thermal conductivity are
considered, which allow determining the temperature field in shells of complex shapes.
The basic information of the theory of shells is presented, which is used to develop
algorithms for calculating the stress-strain state of shells of complex shape, which are
elements of thin-walled SAS.</p>
      <p>It was noted above that in certain cases the performance of the antenna shell elements
is determined by the loss of stability.</p>
      <p>Methods for solving problems in the theory of shells are described in the
abovementioned and other publications. Effective methods for solving the problems of stability
and oscillations of shells were developed in [8].</p>
      <p>The results of the study of the local stability (statics and dynamics) of one of the
elements of the SAR: a mirror in the form of a spherical segment under an edge local
impact are presented below.</p>
    </sec>
    <sec id="sec-3">
      <title>3. Method for implementing the formation of a reinforced composite material</title>
      <p>Formation of shells by electric arc spraying and application of composite material. The
formation of mirror antennas consists of several stages. The first stage is the deformation
of a two-dimensional mesh and the fixing of nodes by electric arc spraying with aluminum
[9] (Fig. 4).</p>
      <p>The mesh blank 3 is placed on the working surface of the punch and its edges are
secured with a clamp 4. A pre-made rim 5 is placed on the surface of the mesh blank along
the contour of the punch and moved, for example, with elastic clamps 6, in a direction that
ensures that the blank is crimped on the working surface of the punch. In the manufacture
of large-sized shells, one or more additional mesh blanks with larger meshes and made of
wire of a larger diameter are applied to the first blank with small meshes. The workpiece
made of mesh material formed from a wire of small diameter d (Fig. 5), applied to the
working surface of the punch, practically under the action of its own weight, takes the
form of the working surface of the punch, as free mutual displacement of wires 7 and 8 in
nodes 9 is ensured. The next step is the operation of coating the workpiece, which is
performed, for example, using an electric arc or plasma sprayer 10 (Fig. 4). In this case, the
end of the outlet nozzle of the sprayer is set at a distance h to the surface of the workpiece,
and the axis of the arc torch is normal to the surface of the workpiece. The mutual
movement of the punch and the nozzle of the spray gun or several spray guns during their
parallel operation (for example, rotation with a variable angular velocity n of the punch 2
together with the workpiece 3 and radial feeding S of the spray gun 10 with its
corresponding angular displacementϕ depending on the coordinate of the spraying zone)
is taken to ensure uniformity of the coating layer over the entire surface of the workpiece.
The shape of the torch and the nature of the distribution of the sprayed material and
temperature over its volume (which can be controlled, for example, by changing the air
pressure P that forms the torch and the wire drawing speed when using electric arc
spraying), the linear speed of the relative movement of the sprayer relative to the
workpiece, the distance h to the workpiece and the number of passes of one spraying zone
determine the time during which the mutual fixation of the sprayed material 11 (Fig. 7) of
the wires 7 and 8 in all the same type nodes 9 of the mesh workpiece and the specified
values a1 and b1 of the average mesh sizes (Fig. 6) or the time for complete closure of the
mesh meshes and formation of a continuous surface of the shells are achieved.</p>
      <p>The second stage after spraying on the punch is to obtain a surface with a high
temperature and apply a composite material such as polystyrene. Polystyrene is a
polymeric material used in the manufacture of various products due to its unique
properties. As a result, we obtained a shell surface that can be called a reinforced
composite material [10, 11].</p>
      <sec id="sec-3-1">
        <title>3.1. Thermal loads</title>
        <p>Let's consider the temperature fields of the fuel cells made as shells. The most typical
influence that causes such fields is solar radiation. Some works indicate methods for
determining temperature fields in structures [12, 13, 14].</p>
        <p>The heat balance equation has the form:
cqsF в T 4Fв
(1)
radiation;  в is the total surface of own heat radiation.</p>
        <sec id="sec-3-1-1">
          <title>From (1), let's find the average temperature:</title>
          <p>where  с,  в,</p>
          <p>are the absorption (emission) coefficients of solar and own thermal
radiation, radiation of an absolutely black body;   is the solar constant,   = 1400Вт/
м2;  0 is the projection of the illuminated part of the surface to the direction of solar
1
T   c  qs  Fо 4</p>
          <p>
 в </p>
          <p>Fв </p>
          <p>It should be noted that a number of papers contain information on the spectral nature
of all radiation characteristics, the nature of wave propagation at the interface between
two media, reflection and absorption of waves from different media (metals, dielectrics,
etc.).</p>
          <p>The parameters of thermal fields depend on the refractive, absorptive, and emissive
coefficients (the degree of blackness of the material). They are interrelated and depend on
the electrical and
magnetic constants of the
material. It should be noted that the
temperature fields in shell structures arbitrarily oriented with respect to the direction of
the rays have not been studied.</p>
          <p>Assuming that the antenna mirror is made in the form of a shell, consider a rotating
increase in thermal energy (enthalpy) is zero:
shell on which a parallel stream of solar radiation falls  
 ( ) .</p>
          <p>According to the heat balance equation for a solid volume element (a consequence of the
first law of thermodynamics, the law of conservation of energy), the change in the total
heat flux in the volume element due to heat conduction   , radial transfer   , and an
divqс  qr    cpTt  0
(3)
where   and  are the specific heat capacity and density of the medium; and   are
described above.</p>
          <p>When calculating the radiation transfer, individual monochromatic electromagnetic
waves of a given frequency are usually considered . It is convenient to operate with the
frequency rather than the wavelength l, since the latter changes its value when radiation
passes from one medium to another. Denoting the spectral absorption coefficient  ( ) as
the inverse of the average free path length of a photon   = 1
, consider an optically thick
(opaque) medium when the optical thickness  0 =</p>
          <p>The radiating medium can be considered as a continuum of photons. In this case, it is
assumed that each element of the medium, as in the case of molecular conductivity, is
influenced only by neighboring elements. Under such conditions, the transfer of radiation
energy in the medium can be equated to diffusion transfer [15].</p>
          <p>The spectral flux of radiation in this case is represented as:</p>
          <p>4
3x( )
qr  </p>
          <p>Ib (T )
where   ( ) is described by the Planck radiation formula:
(2)
(4)
Ib (T ) 
co2 exp

h( ) 1  lim  dFdcEos dd dt </p>
          <p>KT 
Here  = 1,38 ⋅ 10−32 J/K is the Boltzmann constant: h= 6,625 ⋅ 10−34 J/s is Planck's
constant;  ( ) is the refractive index of the medium; is the speed of light in a vacuum; T is
the absolute temperature;  is a gradient symbol.</p>
        </sec>
      </sec>
      <sec id="sec-3-2">
        <title>3.2. Basic equations of the stress-strain state of shells</title>
        <p>The equations describing the deformation of a shell under load include equilibrium
equations, relations that relate deformations and displacements, and physical relations.
The first two groups of equations are applicable to describe the state of various shells
regardless of the model of shell behavior used.</p>
        <p>Shell behavior models are accounted for by the third group of equations - physical
relations. These models are determined by the properties of the material from which the
shell is made (elasticity, plasticity, viscoelasticity, creep, etc.).</p>
        <p>The equations describing the deformation of shells differ depending on the class of
problems considered (stress-strain state, stability, fracture, etc.), the class of shells (shape,
structure), the type of loading (statics, dynamics, temperature effects), and accuracy
requirements [16].</p>
        <p>Let us consider a deformable solid body and introduce a curved orthogonal coordinate
system for it . The total displacement of a point of the body is characterized by a vector
whose projections on the coordinate lines are denoted by   ,   ,   . Let us write the
general relations expressing deformations and displacements in terms of the so-called
Lamé coefficients   (i = 1, 2, 3), which relate the increase in the arcs of the coordinate
lines to the increase in the corresponding curved coordinates:
e 
e 
e 
e 
e 
e 
1 1
H1 u ,  H1H2
1 1
H2 u ,  H2H3
1 1
H3 u ,  H1H3
H1  1 u  
H2  H1 </p>
        <p>1
H1, u  H H
1 3
1
H2, u  H H
1 2
1
H3, u  H H</p>
        <p>2 3
H2  1 u  ,</p>
        <p>H1  H2 
H2  1
H3  H2
(7)</p>
        <p>Deformations   ,   ,   characterize the elongation of linear elements parallel to the
axes ; deformations   ,   ,   - shifts - changes in the initially right angle between
linear elements. Shell - a body with two dimensions much larger than the third. Consider a
single-layer shell. Let's introduce a median surface, the position of a point on which is
determined by the Gaussian curvilinear coordinates  ,  along the thickness of the shell
the z coordinates. When using the equation of coordinate (7) in the theory of shells, the</p>
        <p>The theory of shells is traditionally based on a number of pleading hypotheses.
According to the Kirchhoff-Love hypothesis, straight fibers of a shell normal to the median
surface remain straight and normal to it after deformation. According to the Timoshenko
hypothesis, the first condition is weakened: it is assumed that after deformation, these
fibers remain straight and not perpendicular to the median surface, while the second
condition remains the same. The introduction of the first of these hypotheses greatly
simplifies the relation (7). In this case:</p>
        <p>The displacements of any of the shell layers located at a distance z from the median
surface are determined as follows:
(8)
(9)
(10)
(11)</p>
        <p>Here   ,   ,   ,   ,   ,  
surface, presented in the form:
- deformations and changes in the curvature of the median</p>
        <p>e  e  e  0
u  u  z ,u  v  z ,u 
e  e    z ,
e  e     z ,
e    2z
where   ,  
 = 
,  = 
are the angles of rotation of the median surface of the plane
,   = − 1  2   +   2,   =  −1,
 1   +   1,   = − 1
Ri
are
the
principal radii of curvature.</p>
        <p>Relationships (10) are written on the assumption that elongations and displacements
can be neglected compared to unity.</p>
        <p>The deformations of these shell layers are defined as follows [17]:
A1A2</p>
        <p>The equilibrium equations and boundary conditions are obtained on the basis of the
variational principle of possible displacements of La Grange, according to which for
equilibrium systems the sum of the work of external and internal forces is zero, i.e.</p>
        <p>  A1  A2  0
where  ∃ is the variation of the work of internal forces;   1 is the work of external forces
applied to the shell surface   2 is the variation of the work of external contour forces.</p>
        <p>Let the shell be bounded by an edge contour L, consisting of parts L₁ and L₂, for which
 =  and .    are subjected to edge normal   0 shear   0 forces, intersecting forces
 0 and bending moments  0 (Fig. 8). In addition, the displacements of the points of the
median surface  0,  0,  0 and the angle of rotation  0 can be set on   . The surface of the
shell S bounded by the contour is subjected to the loads distributed by the surface
 1,  2,   . The normal and tangential stresses in the cross-sections of the shell are denoted
by   ,   ,   . Then  ∃,   1,   2 will be expressed as follows [18]:
 A1   q1 u  q2  qz  A1A2d ,</p>
        <p>F
 A2   T0 u  T0  Q0  M01  A2d </p>
        <p>1
  T0 u  T0  Q0  M0 2  A1d ,</p>
        <p>2
     e   e   e  H1H2d 2dz</p>
        <p>V
(14)</p>
        <p>Instead of voltages, let's introduce their corresponding integral characteristics-forces:
normal:
tangents:
shear forces:
bending and torsional moments:</p>
        <p>T    1  zk2  dz,
T    1  zk1  dz,
T    1  zk2  dz,
T    1  zk1  dz;
T    1  kz2  dz,
T    1  zk1  dz;
Q    1  zk2  dz,</p>
        <p>Q    1  zk1 dz;
M   1  zk2  zdz,
M    1  zk1  zdz,
M   1  zk2  zdz,</p>
        <p>M   1  zk1  zdz;</p>
        <p>Here, the integration is carried out within the range (-h/2, h/2); values of zk; less than
one are neglected.</p>
        <p>Substituting expression (14) into (13), we obtain:
 T T  S  M  M  2M A1A2dd</p>
        <p>S</p>
        <sec id="sec-3-2-1">
          <title>Let us recall the Green's formula:</title>
          <p>add   d dd</p>
          <p>S 1 S
N10  N20  N3  A1A2qz dd,</p>
          <p>S
(16)
(17)
(18)</p>
          <p>Substituting expressions (14), (15) into (13) and using (16), we obtain the variational
equation after the transformations:</p>
          <p>N1  A1A2qq  0,
N2  A1A2q  0,</p>
          <p>N3  A1A2qz  0
where</p>
          <p>N10   T T0u S  2k2M  M0  </p>
          <p>1
  
Q  A12 M, Q0  M  M0 1 A2d  N1  A1A2q udd;
   S
N20   T T0 S  2k1M  M0 u </p>
          <p>2
  
Q  A11 M, Qo  M  M0 2 A1d  N2  A1A2q dd;
   S
N1  A2T   A11 A12S  A2,T k1A1M   A1,k2M  k1A1A2Q ;</p>
          <p>1
N2  A1T   A2 A22S  A1,T k2A2M   A2,k1M  k2A1A2Q ;</p>
          <p>N3  A2Q  A1Q   A1A2 k1T  k2T ;
Q A1A2  A2M   A11 A12M   A2,M  A1A2 T1  S2;</p>
          <p>Q A1A2 A1M   A1 A22M   A1,M  A1A2T2 S1</p>
          <p>2</p>
          <p>Since , , ,  1,  2 , are independent in the domain S and on the contours G₁, G₂, the
equilibrium equations follow from the general variational equation:</p>
          <p>T  T0 ,
S  2k2M  T0 ,
Q 
1
A M ,  Q0 .</p>
          <p>1</p>
          <p>The Lamé coefficients  1,  2 and curvatures k₁, k₂ for the most commonly used shells
as structural elements are as follows [19]:
for a cylindrical shell:
and boundary conditions:
for a spherical shell:
for conical shells:
for the torus shell:</p>
          <p>A1  1,
A2  R,
A2  d  R sin ,</p>
        </sec>
      </sec>
    </sec>
    <sec id="sec-4">
      <title>4. Visualization</title>
      <sec id="sec-4-1">
        <title>4.1. Results of wind load modeling</title>
        <p>The normal wind load (Pa) can be determined in the first approximation by the formula</p>
        <p>W=k×ρ×V2,
where: k - drag coefficient (flow); ρ - air density, kg/m3 (ρ = 1.225 kg/m3 ); V is the wind
speed, m/s.</p>
        <p>According to the results of modeling (Figure 9) of the flow around a parabolic antenna
with a diameter of 1.5 m [20] (made of a 3 mm thick aluminum sheet) by an incoming air
flow with a speed of 20 m/s, a value of the normal wind load of ≈ 440 Pa was obtained,
which corresponds to a flow coefficient k ≈ 0.9.</p>
      </sec>
      <sec id="sec-4-2">
        <title>4.2 Graphical representation of reinforced composite material</title>
        <p>This is a 1.5-meter-diameter antenna model consisting of mesh material that has been
electrodeposited and a composite layer overlaid on it Fig. 10.</p>
        <p>To evaluate the stiffness-strength characteristics of antennas of solid and reinforced
structures, we calculated their stress-strain state under the action of wind load and gravity
Fig.11.</p>
        <p>The calculation showed that despite the loss of stiffness of the reinforced structure
antenna compared to the antenna made of a solid sheet of aluminum (105 kN/m vs. 664
kN/m), the safety factor of the reinforced structure antenna is 8.8 and remains sufficient,
although it is significantly lower than that of the antenna made of a solid sheet of
aluminum Fig. 12 and Fig.13.</p>
        <p>The obtained thorough results on the evaluation of the accuracy, stiffness, and stability
of the shell structures of mirror antennas using simulation modeling are the basis for their
use in the instrumentation, radio engineering, and cyber-physical biosensor industries
[21, 22, 23]. It should be noted that the rigidity of the antenna arrays affects the accuracy
and quality of the transmitted information, but does not increase the speed.</p>
      </sec>
    </sec>
    <sec id="sec-5">
      <title>Conclusion</title>
      <p>In the course of the work, the methods of manufacturing antenna systems and
manufacturing reflective surfaces based on new technological and design ideas are
considered. The process of formation of shells from mesh material that can be used for the
manufacture of axisymmetric and non-axisymmetric reflectors or individual elements of
mirror antennas is investigated.</p>
      <p>This is because the formation of this material consists of several stages. The first stage
is deformation of the two-dimensional mesh and fixing of the nodes by electric arc
spraying with aluminum. The second stage, after sputtering on the punch, is to obtain a
surface with a high temperature and apply a composite material such as polystyrene.</p>
      <p>On the basis of calculations and graphs, that despite the loss of stiffness of the
reinforced structure antenna compared to the antenna made of a solid sheet of aluminum
(105 kN/m versus 664 kN/m), the safety factor of the reinforced structure antenna is 8.8
and remains sufficient, although it is significantly less than that of the antenna made of a
solid sheet of aluminum.
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spraying, MMMTES, Ternopil, November 22-23, 2022, pp. 85-87.
[3] V. Ovcharenko, S. Podlesny, S. Zinchenko, Fundamentals of the finite element method
and its application in engineering calculations. Tutorial. Kramatorsk: 2008, 380 p.
[4] L. Khvostivska, M. Khvostivskyy, V. Dunetc, I. Dediv. Mathematical and Algorithmic
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2224, 2022. P.314-318. ISSN 1613-0073.
[5] L. Khvostivska, M. Khvostivskyi, Dediv I., Yatskiv V., Palaniza Y. Method, Algorithm
and Computer Tool for Synphase Detection of Radio Signals in Telecommunication
Networks with Noises. CITI 2023. CEUR Workshop Proceedings. Ternopil, Ukraine,
June 14-16, 2023. P.173-180. ISSN 1613-0073.
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deformable solids with thin inclusions, Research and Publishing Center NTSh., Lviv,
2007. 715 p.
[7] T. Dubynyak, R. Dzhydzhora, O. Manziy, S. Andreichuk, The process of shells
formation by electric arc spraying method and optimization by the criterion of their
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[8] L. Matveeva The process of software development. From theory to practice, Kyiv,
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402 p.
[9] V. Gudramovych, V. Skalskyi, Y. Selivanov, Holographic and acoustic-emission
diagnostics of heterogeneous structures and materials: a monograph, Lviv,
ProstirM, 2017, 492 p.
[10] Z. Nazarchuk, Technical Diagnostics of Materials and Structures, in 8 volumes,</p>
      <p>Prostir-M, Lviv, 2018.
[11] Stukhlyak, P.D.; Buketov, A.V.; Panin, S.V.; Maruschak, P.O.; Moroz, K.M.; Poltaranin,
M.A.; Vukherer, T.; Kornienko, L.A.; Lyukshin, B.A. Structural fracture scales in
shockloaded epoxy composites. Phys. Mesomech. 2015, 18, 58–74.
[12] D. Zaitsev, Mathematical Models of Discrete Systems, Primer. Odessa, 2004, 40 p.
[13] Konovalenko, I., Maruschak, P., Kozbur, H., Brezinová, J., Brezina, J., Nazarevich, B.,
Shkira, Y. Influence of Uneven Lighting on Quantitative Indicators of Surface Defects.</p>
      <p>Machines, 10 (3), art. no. 194 2022. doi: 10.3390/machines10030194.
[14] Konovalenko, I.; Maruschak, P.; Brezinová, J.; Prentkovskis, O.; Brezina, J. Research of
U-Net-Based CNN Architectures for Metal Surface Defect Detection. Machines 2022,
10, 327.
[15] A. Karvatsky Finite element method in problems of mechanics of continuous media,
Program implementation and visualization of results [Electronic resource],
2015,391 p.
[16] I. Tarapov, Continuum mechanics. Golden pages, Kharkov, 2002, 516 p.
[17] V. Dmitrieva, Physics, Kiev, Tehnika, 2008, 644 p.
[18] E. Hart, V. Hudramovich, Application of the projection-iterative scheme of the
method of local variations to solving stability problems for thin-walled shell
structures under localized actions, Strength Mater. 50, no. 6, 852-858, 2018.
[19] O. Zienkiewicz, R. Teylor, The Finite Element Method for Solid and Structural</p>
      <p>Mechanics, Elsevier, New York, 2005.
[20] A. Sinkovsky Materials for sawing and welding. Lecture notes for students. Lekts.</p>
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    </sec>
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