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International Journal of Research in Engineering and Science (IJRES)
ISSN (Online): 2320-9364, ISSN (Print): 2320-9356
www.ijres.org Volume 2 Issue 11 ǁ November. 2014 ǁ PP.32-37
www.ijres.org 32 | Page
Wave propagation in viscoelastic wedge with an arbitrary angle
peaks
I.I.Safarov , M.X.Teshayev, Z.I.Boltaev
Bukhara Technological- Institute of Engineering
Republic of Uzbekistan, St. K. Murtazoev 15
Abstract. Modeling of wave propagation in bodies with different geometrical form, is an urgent task. Of
particular interest is the construction of the dispersion curves for the deformable wedge considering rheological
properties of the material. The aim of this work is a theoretical study of changes in the complex phase velocity of
the wave number. The object of this study is deformable wedge. Wedge material is linearly viscoelastic. Boundary
value problem for a system of differential equations is solved using the method of lines, which allows you to use
the method of orthogonal sweep Godunov and Mueller. The calculation results obtained on the
dimensionless quantities. The viscoelastic properties of the material are described by the three-parameter
relaxation kernel Koltunov - Ryzhanitsen. For the numerical implementation of the problem, use a tool MAPLE
9.5. The results of calculations are compared with the known data [2], and differ by 6-20%. Accounting for the
viscoelastic properties of the material of the wedge increases the real part of the wave propagation velocity is 10-
15%, and also allows to evaluate the damping of the system as a whole. It is found that for small wedge angles
allowed the use of the simplified theory of Kirchhoff - Love and Timoshenko throughout the wavelength range.
Keywords.Orthogonal sweep, approximation formulas, wedge angle, waveguide, the dispersion relation.
Classification code MSC 74J05
I. Introduction
In [1,2,3] the propagation of waves in viscoelastic extended plates and layers of variable thickness. In these
studies found that the role of boundaries in determining the structure of the wave field, the spectrum of the
natural frequencies and their own forms, revealed in a series of simple tasks, and change the border
accompanied by consistently increasing difficulties. It also discusses the emergence of local singularities in the
wave fields.
In this paper, in contrast to these considered the wave propagation along the z axis in an infinite
viscoelastic cylinder with a radial crack, which is a wedge at an angle
0
90 .
II. Statement of the problem and their solutions
The basic equations of motion of a deformable cylinder (of radius R) with a radial crack, which when
0
0 90  case describes a wedge. They are set with three groups of relations. The system of
equations of motion of the wedge in a cylindrical coordinate system ( zr ,, ) takes the form
;
1
2
zrrdrdt
u rzrrrrrrr










 


 
;
21
2
2
zrrrt
u zrr










  


 (1)
.
1
2
2


 










 zzzrzzzz
rrrzt
u
Here
;
r
ur
rr


 ;
z
uz
zz


 ;
1
r
uu
r
rr






(2)
Wave propagation in viscoelastic wedge with an arbitrary angle peaks
www.ijres.org 33 | Page
;
1
2
1













r
u
r
uu
r
r
r



 ;
2
1











z
u
r
u rz
rz
;
1
2
1












 

z
z
u
rz
u
;~2
1~
r
u
z
u
r
uu
rr
u rzrr
rr
















 

 
;
1~~2 












r
u
r
uu
r
r
rr




;~~2 











z
u
r
u rz
rzrz  (3)
;
1~2
1~
























r
uu
rz
u
r
uu
rr
u rzrr



 

;
1~













 

z
z
u
rz
u
,~2
1~
z
u
z
u
r
u
r
u
rr
u zzrr
zz
















  
where
;)()()()(~
,)()()()(
~
0
0
0
0
















t
t
dftRtftf
dftRtftf




(4)
)(tf - a function;  - density materials, )(  tR and )(  tR - the core relaxation, 0, o - the
instantaneous modulus of elasticity of a viscoelastic medium,  zr uuuu ,, 

is the vector displacement which
depends zzzzrrrr   ,,,,, - respectively, the components of the stress
tensor; zzzzrrrr   ,,,,, - respectively, the components of the strain tensor.
Equation (4) after the application of the method of freezing [4] takes the following form:
     )(1)( tfiГГtf R
S
R
C
   ,      )(1)( tfitf R
S
R
C
m    ,
where    


0
cos   dRГ RR
C
,    


0
sin   dR RR
S
,
   


0
cos   dR RR
C
,    


0
sin   dR RR
S
- , respectively, the cosine and sine
Fourier transforms; R - the real part of the complex frequency ( IR i  );  - density;  tR and
)(tR respectively relaxation kernel material. Relation (1), (2), (3) after algebraic manipulations are identical
to the system of six differential equations with complex coefficients are solved for the first derivative with
respect to the radial coordinate
Wave propagation in viscoelastic wedge with an arbitrary angle peaks
www.ijres.org 34 | Page
 









































































































;
~1
2
;
~2~1
;
1
~
;
1
;
11
;
11
2
2
2
2
2
2
B
rrz
u
r
u
zt
u
r
B
zrrt
u
r
zrrt
u
r
z
u
r
u
u
u
rr
u
z
u
r
uu
rKKr
u
rzzr
rr
zrz
r
rr
r
rzrrrr
r
rz
z
r
r
zr
rr
r



























(5)
where we have introduced the notation
;
1
2
~


















 r
r
u
u
rr
u
A

 
.
1~













  zu
rz
u
B
The boundary conditions are specified as:
00  rr и 0:   rrrrzR
;
2
,
2
00

  0 zr   (6)
Periodicity conditions allow to eliminate the dependence of the basic unknowns of time and axial coordinate z
with the following change of variables:
   
   
   
   
   
   
,
2
cos;
2
sin;
2
cos
;
2
cos;
2
sin;
2
cos
ctziк
zrz
ctziк
r
ctziк
rr
ctziк
z
ctziкctziк
r
ererer
eruuervuerwu













(7)
where            rrrrurvrW z  ,,,,, - amplitudes of fluctuations which are function of radial
coordinate; к -wave number; IR iссс  -complex phase speed; IR i  -complex frequency. Under
condition of (6) division of variables r and φ, it is impossible. Taking into account (7) system of the equations
(5) becomes:
Wave propagation in viscoelastic wedge with an arbitrary angle peaks
www.ijres.org 35 | Page
iy
 
  












































































wkuk
B
r
u
kB
A
r
v
kA
r
w
kwu
w
v
r
v
v
w
r
ku
KK
w
zz
z
z




















2
1
2
1
1
1
1
2
2
2
(8)
where

















 ww
v
A


2
1
2 








 kv
u
r
B


1
Similarly transformed boundary conditions (6)
:,0 Rr  0 z  . (9)
Thus, it is formulated a spectral boundary problem (8), (9), describing distribution of harmonious
waves in an infinite viscoelastic wedge with any corner of top.
As an example of a viscoelastic material we will accept the three-parametrical kernel of a relaxation
  


 1
/)( tAetRtR t
possessing a weak singularity.
The boundary problem for system of the differential equations in private derivatives (8), by means of a
method of straight lines, allows to use a method of orthogonal pro-race[5]. According to a method of straight
lines the rectangular range of definition of function of the main unknown becomes covered by the straight lines
which parallel to an axis r and are evenly costing from each other.
The decision we find only for these straight lines, and the derivative in the direction φ, is replaced with
approximate final differences. Used approximating formulas of the second order for the first and second
derivative look like:


 
2
11
,
ii
i
yy
y 


 
2
43 21 iii
yyy


 
2
43 21 iii
yyy
2
11
,
2


  iii
i
yyy
y 
(10)
where i changes from 0 to  1,01  NiN , - a projection of unknown function to a straight line with
number i; Δ - a splitting step on coordinate φ.
As a result of digitization the vector of the main unknown of the general dimension 6N can be written
down in a look:
           T
ziiriiii uvwY   ,,,,, Ni ,1 (11)
The central differences (10), (11) are used for internal straight lines (1 <i <N), the left and right differences (10),
(11) allow to consider boundary conditions on φ. In the first case a derivative on φ in the right parts of
system of the equations (8) it is expressed on formulas:
1 <i<N
    211, iii www 
    211, iii uuu 
    211, iii vvv  (12)
Wave propagation in viscoelastic wedge with an arbitrary angle peaks
www.ijres.org 36 | Page
      
211, iii  
       ,,
2
1111,
22 iiiiiii
ckuwvvv
r
b
ai
 
  ,
2
11
//2 iiiii
kvkuuuB  
Boundary conditions at
2
0
  it is considered in the equations, the corresponding straight lines of i=1. For
the main unknown who are not entering into boundary conditions of wi , vi , ui the right differences (10) are
used:
   243 321, wwwwi 
   243 321, vvvvi  (13)
   243 321, uuuui 
For a variable  ,  , В by means of the central difference
   22 202,   i
(14)
     





 2222 2213, 22021
ckuwvv
r
b
a r 
      2222 213202,1 kvruuBBBB 
.
Derivatives for a straight line with the number i=N, considering boundary conditions are similarly
represented at
2
0
  . The unique difference consists in replacement of the right final differences with the
left: i=N
    243 21, NNNi wwww  ,
   23, Ni vv 
    211, iii UUU  ,
   23, Ni uu  (15)
    21, N 
  







 

2
22 1
1121,
N
NNNNNi ckuwvv
r
b
a

 
  

 

2
22 1
12,
N
NNNi
B
kvruuB 
Thus, an initial spectral task (8), (9) by means of coordinate digitization φ on a method of straight lines it is
reduced to an initial task (11). To the solution of this task we will apply a method of orthogonal pro-race.
III. Numerical results
Stretch value in the formulation of the problem are selected so that the shear velocity Сs, the density ρ
and the outer radius R are the single value. And also 1,0;05,0;048,0  A . For the numerical
implementation of the problem, use a tool MAPLE 9.5.
In the table 1 (   0)(  tRtR  ) limiting values of phase speed of the first edged fashion
depending on a wedge corner are given in top (in terms of thickness of a wedge in h2 basis) (column 2), found
for a material with Poisson factor υ = 0,25 according to the theory of plates Kirchhoff - Love (column 3),
Timoshenko - (column 4). Within the design procedure of a three-dimensional wedge stated in this article
(column 5-6) and on a formula  mСC R sin0  [2], m = 1, 2, …, mφ < 90 ° (column 7). The column 5
corresponds to calculation option with three internal straight lines (N = 3) and boundary conditions (8), the
column 6 corresponds to boundary conditions:
0;0;0;
2
0
  

 zrzr uu
Wave propagation in viscoelastic wedge with an arbitrary angle peaks
www.ijres.org 37 | Page
at the same quantity of straight lines. According to numerical results, and given in table 1, options of calculation
for Kirchhoff – Love method, Timoshenko method and the three-dimensional theory will be coordinated among
themselves within 7 % for wedge corners with a thickness in the basis h2 which is not exceeding 0,5 (a wedge
corner φ0 = 28°). Thus, unlike wave guides with rectangular section in wedge-shaped wave guides with rather
small corner of a wedge in the analysis of dispersive dependences of the first fashion is admissible to use the
theory of plates Kirchhoff - Love. Established fact that the phenomenon is due to the localization of the waveform
near the acute angle of the wedge, as described in [3].
Table 1: Calculation methods for the Kirchhoff - Love, Timoshenko and three-dimensional theory.
h2  0 by the method of
the Kirchhoff-
Love
Timoshenko
method
the method
for
calculating
the three-
dimensional
wedge (1)
the method for
calculating the
three-
dimensional
wedge (2)
at work [2]
0,2 110
0,2 0,196 - - 0,182
0,3 170
0,3 0,286 0,308 0,298 0,276
0,5 280
0,5 0,442 0,475 0,462 0,433
0,7 380
0,7 0,563 0,605 0,592 0,574
1 530
1 0,691 0,741 0,729 0,736
2 900
2 0,864 0,908 - 0,92
On the basis of the received results the following conclusions are drawn:
- results of calculation of the limiting speed( RCс  ) of propagation of the first mode tapered waveguide
on the theory of plate Kirchhoff – Love[2] and the dynamic theory of elasticity does not differ by more than 6%
for the edge of the wedge angle not exceeding 28°. At
00
9028  calculation results differ up to 20%.
- account the viscoelastic properties of the material of the wedge increases the real part of the wave
propagation velocity of 10-15%, as well as to evaluate the damping capacity of the system as a whole.
Thus, for small wedge angles allowed the use of the simplified theory of Kirchhoff - Love and Timoshenko
throughout the wavelength range.
This work was supported by Foundation for Basic Research FT 4-14 Republic of Uzbekistan.
Literature
[1.] I.I. Safarov,. Z.F.Dzhumaev, Z.I.Boltaev. Harmonic waves in an infinite cylinder with a radial crack, taking into account the
damping of the material. Problems in mechanics. 2011 p. 20-25.
[2.] I.I. Safarov, Z.I.Boltaev. The propagation of harmonic waves in a plate of variable thickness. Math. institutions of higher education.
Volga region. Series: Phys. -mat. Sciences, №4, 2011 p. 31-39.
[3.] I.I. Safarov, M.H. Teshaev, Z.I. Boltaev Mathematical modeling of wave process in a mechanical waveguide, taking into account
the internal friction. Germany. LAP. 2013. 243 p.
[4.] M.A. Koltunov Creep and relaxation. - M .: High School, 1976.- 276 p.
[5.] S.K. Godunov On the numerical solution of boundary value problems for systems of linear ordinary differential equations. - The
success of Mathematical Sciences, 1061, v.16, no. 3, p. 171-174.

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Wave propagation in viscoelastic wedge with an arbitrary angle peaks

  • 1. International Journal of Research in Engineering and Science (IJRES) ISSN (Online): 2320-9364, ISSN (Print): 2320-9356 www.ijres.org Volume 2 Issue 11 ǁ November. 2014 ǁ PP.32-37 www.ijres.org 32 | Page Wave propagation in viscoelastic wedge with an arbitrary angle peaks I.I.Safarov , M.X.Teshayev, Z.I.Boltaev Bukhara Technological- Institute of Engineering Republic of Uzbekistan, St. K. Murtazoev 15 Abstract. Modeling of wave propagation in bodies with different geometrical form, is an urgent task. Of particular interest is the construction of the dispersion curves for the deformable wedge considering rheological properties of the material. The aim of this work is a theoretical study of changes in the complex phase velocity of the wave number. The object of this study is deformable wedge. Wedge material is linearly viscoelastic. Boundary value problem for a system of differential equations is solved using the method of lines, which allows you to use the method of orthogonal sweep Godunov and Mueller. The calculation results obtained on the dimensionless quantities. The viscoelastic properties of the material are described by the three-parameter relaxation kernel Koltunov - Ryzhanitsen. For the numerical implementation of the problem, use a tool MAPLE 9.5. The results of calculations are compared with the known data [2], and differ by 6-20%. Accounting for the viscoelastic properties of the material of the wedge increases the real part of the wave propagation velocity is 10- 15%, and also allows to evaluate the damping of the system as a whole. It is found that for small wedge angles allowed the use of the simplified theory of Kirchhoff - Love and Timoshenko throughout the wavelength range. Keywords.Orthogonal sweep, approximation formulas, wedge angle, waveguide, the dispersion relation. Classification code MSC 74J05 I. Introduction In [1,2,3] the propagation of waves in viscoelastic extended plates and layers of variable thickness. In these studies found that the role of boundaries in determining the structure of the wave field, the spectrum of the natural frequencies and their own forms, revealed in a series of simple tasks, and change the border accompanied by consistently increasing difficulties. It also discusses the emergence of local singularities in the wave fields. In this paper, in contrast to these considered the wave propagation along the z axis in an infinite viscoelastic cylinder with a radial crack, which is a wedge at an angle 0 90 . II. Statement of the problem and their solutions The basic equations of motion of a deformable cylinder (of radius R) with a radial crack, which when 0 0 90  case describes a wedge. They are set with three groups of relations. The system of equations of motion of the wedge in a cylindrical coordinate system ( zr ,, ) takes the form ; 1 2 zrrdrdt u rzrrrrrrr                 ; 21 2 2 zrrrt u zrr                 (1) . 1 2 2                zzzrzzzz rrrzt u Here ; r ur rr    ; z uz zz    ; 1 r uu r rr       (2)
  • 2. Wave propagation in viscoelastic wedge with an arbitrary angle peaks www.ijres.org 33 | Page ; 1 2 1              r u r uu r r r     ; 2 1            z u r u rz rz ; 1 2 1                z z u rz u ;~2 1~ r u z u r uu rr u rzrr rr                      ; 1~~2              r u r uu r r rr     ;~~2             z u r u rz rzrz  (3) ; 1~2 1~                         r uu rz u r uu rr u rzrr       ; 1~                 z z u rz u ,~2 1~ z u z u r u r u rr u zzrr zz                    where ;)()()()(~ ,)()()()( ~ 0 0 0 0                 t t dftRtftf dftRtftf     (4) )(tf - a function;  - density materials, )(  tR and )(  tR - the core relaxation, 0, o - the instantaneous modulus of elasticity of a viscoelastic medium,  zr uuuu ,,   is the vector displacement which depends zzzzrrrr   ,,,,, - respectively, the components of the stress tensor; zzzzrrrr   ,,,,, - respectively, the components of the strain tensor. Equation (4) after the application of the method of freezing [4] takes the following form:      )(1)( tfiГГtf R S R C    ,      )(1)( tfitf R S R C m    , where       0 cos   dRГ RR C ,       0 sin   dR RR S ,       0 cos   dR RR C ,       0 sin   dR RR S - , respectively, the cosine and sine Fourier transforms; R - the real part of the complex frequency ( IR i  );  - density;  tR and )(tR respectively relaxation kernel material. Relation (1), (2), (3) after algebraic manipulations are identical to the system of six differential equations with complex coefficients are solved for the first derivative with respect to the radial coordinate
  • 3. Wave propagation in viscoelastic wedge with an arbitrary angle peaks www.ijres.org 34 | Page                                                                                                            ; ~1 2 ; ~2~1 ; 1 ~ ; 1 ; 11 ; 11 2 2 2 2 2 2 B rrz u r u zt u r B zrrt u r zrrt u r z u r u u u rr u z u r uu rKKr u rzzr rr zrz r rr r rzrrrr r rz z r r zr rr r                            (5) where we have introduced the notation ; 1 2 ~                    r r u u rr u A    . 1~                zu rz u B The boundary conditions are specified as: 00  rr и 0:   rrrrzR ; 2 , 2 00    0 zr   (6) Periodicity conditions allow to eliminate the dependence of the basic unknowns of time and axial coordinate z with the following change of variables:                         , 2 cos; 2 sin; 2 cos ; 2 cos; 2 sin; 2 cos ctziк zrz ctziк r ctziк rr ctziк z ctziкctziк r ererer eruuervuerwu              (7) where            rrrrurvrW z  ,,,,, - amplitudes of fluctuations which are function of radial coordinate; к -wave number; IR iссс  -complex phase speed; IR i  -complex frequency. Under condition of (6) division of variables r and φ, it is impossible. Taking into account (7) system of the equations (5) becomes:
  • 4. Wave propagation in viscoelastic wedge with an arbitrary angle peaks www.ijres.org 35 | Page iy                                                                                  wkuk B r u kB A r v kA r w kwu w v r v v w r ku KK w zz z z                     2 1 2 1 1 1 1 2 2 2 (8) where                   ww v A   2 1 2           kv u r B   1 Similarly transformed boundary conditions (6) :,0 Rr  0 z  . (9) Thus, it is formulated a spectral boundary problem (8), (9), describing distribution of harmonious waves in an infinite viscoelastic wedge with any corner of top. As an example of a viscoelastic material we will accept the three-parametrical kernel of a relaxation       1 /)( tAetRtR t possessing a weak singularity. The boundary problem for system of the differential equations in private derivatives (8), by means of a method of straight lines, allows to use a method of orthogonal pro-race[5]. According to a method of straight lines the rectangular range of definition of function of the main unknown becomes covered by the straight lines which parallel to an axis r and are evenly costing from each other. The decision we find only for these straight lines, and the derivative in the direction φ, is replaced with approximate final differences. Used approximating formulas of the second order for the first and second derivative look like:     2 11 , ii i yy y      2 43 21 iii yyy     2 43 21 iii yyy 2 11 , 2     iii i yyy y  (10) where i changes from 0 to  1,01  NiN , - a projection of unknown function to a straight line with number i; Δ - a splitting step on coordinate φ. As a result of digitization the vector of the main unknown of the general dimension 6N can be written down in a look:            T ziiriiii uvwY   ,,,,, Ni ,1 (11) The central differences (10), (11) are used for internal straight lines (1 <i <N), the left and right differences (10), (11) allow to consider boundary conditions on φ. In the first case a derivative on φ in the right parts of system of the equations (8) it is expressed on formulas: 1 <i<N     211, iii www      211, iii uuu      211, iii vvv  (12)
  • 5. Wave propagation in viscoelastic wedge with an arbitrary angle peaks www.ijres.org 36 | Page        211, iii          ,, 2 1111, 22 iiiiiii ckuwvvv r b ai     , 2 11 //2 iiiii kvkuuuB   Boundary conditions at 2 0   it is considered in the equations, the corresponding straight lines of i=1. For the main unknown who are not entering into boundary conditions of wi , vi , ui the right differences (10) are used:    243 321, wwwwi     243 321, vvvvi  (13)    243 321, uuuui  For a variable  ,  , В by means of the central difference    22 202,   i (14)             2222 2213, 22021 ckuwvv r b a r        2222 213202,1 kvruuBBBB  . Derivatives for a straight line with the number i=N, considering boundary conditions are similarly represented at 2 0   . The unique difference consists in replacement of the right final differences with the left: i=N     243 21, NNNi wwww  ,    23, Ni vv      211, iii UUU  ,    23, Ni uu  (15)     21, N               2 22 1 1121, N NNNNNi ckuwvv r b a           2 22 1 12, N NNNi B kvruuB  Thus, an initial spectral task (8), (9) by means of coordinate digitization φ on a method of straight lines it is reduced to an initial task (11). To the solution of this task we will apply a method of orthogonal pro-race. III. Numerical results Stretch value in the formulation of the problem are selected so that the shear velocity Сs, the density ρ and the outer radius R are the single value. And also 1,0;05,0;048,0  A . For the numerical implementation of the problem, use a tool MAPLE 9.5. In the table 1 (   0)(  tRtR  ) limiting values of phase speed of the first edged fashion depending on a wedge corner are given in top (in terms of thickness of a wedge in h2 basis) (column 2), found for a material with Poisson factor υ = 0,25 according to the theory of plates Kirchhoff - Love (column 3), Timoshenko - (column 4). Within the design procedure of a three-dimensional wedge stated in this article (column 5-6) and on a formula  mСC R sin0  [2], m = 1, 2, …, mφ < 90 ° (column 7). The column 5 corresponds to calculation option with three internal straight lines (N = 3) and boundary conditions (8), the column 6 corresponds to boundary conditions: 0;0;0; 2 0      zrzr uu
  • 6. Wave propagation in viscoelastic wedge with an arbitrary angle peaks www.ijres.org 37 | Page at the same quantity of straight lines. According to numerical results, and given in table 1, options of calculation for Kirchhoff – Love method, Timoshenko method and the three-dimensional theory will be coordinated among themselves within 7 % for wedge corners with a thickness in the basis h2 which is not exceeding 0,5 (a wedge corner φ0 = 28°). Thus, unlike wave guides with rectangular section in wedge-shaped wave guides with rather small corner of a wedge in the analysis of dispersive dependences of the first fashion is admissible to use the theory of plates Kirchhoff - Love. Established fact that the phenomenon is due to the localization of the waveform near the acute angle of the wedge, as described in [3]. Table 1: Calculation methods for the Kirchhoff - Love, Timoshenko and three-dimensional theory. h2  0 by the method of the Kirchhoff- Love Timoshenko method the method for calculating the three- dimensional wedge (1) the method for calculating the three- dimensional wedge (2) at work [2] 0,2 110 0,2 0,196 - - 0,182 0,3 170 0,3 0,286 0,308 0,298 0,276 0,5 280 0,5 0,442 0,475 0,462 0,433 0,7 380 0,7 0,563 0,605 0,592 0,574 1 530 1 0,691 0,741 0,729 0,736 2 900 2 0,864 0,908 - 0,92 On the basis of the received results the following conclusions are drawn: - results of calculation of the limiting speed( RCс  ) of propagation of the first mode tapered waveguide on the theory of plate Kirchhoff – Love[2] and the dynamic theory of elasticity does not differ by more than 6% for the edge of the wedge angle not exceeding 28°. At 00 9028  calculation results differ up to 20%. - account the viscoelastic properties of the material of the wedge increases the real part of the wave propagation velocity of 10-15%, as well as to evaluate the damping capacity of the system as a whole. Thus, for small wedge angles allowed the use of the simplified theory of Kirchhoff - Love and Timoshenko throughout the wavelength range. This work was supported by Foundation for Basic Research FT 4-14 Republic of Uzbekistan. Literature [1.] I.I. Safarov,. Z.F.Dzhumaev, Z.I.Boltaev. Harmonic waves in an infinite cylinder with a radial crack, taking into account the damping of the material. Problems in mechanics. 2011 p. 20-25. [2.] I.I. Safarov, Z.I.Boltaev. The propagation of harmonic waves in a plate of variable thickness. Math. institutions of higher education. Volga region. Series: Phys. -mat. Sciences, №4, 2011 p. 31-39. [3.] I.I. Safarov, M.H. Teshaev, Z.I. Boltaev Mathematical modeling of wave process in a mechanical waveguide, taking into account the internal friction. Germany. LAP. 2013. 243 p. [4.] M.A. Koltunov Creep and relaxation. - M .: High School, 1976.- 276 p. [5.] S.K. Godunov On the numerical solution of boundary value problems for systems of linear ordinary differential equations. - The success of Mathematical Sciences, 1061, v.16, no. 3, p. 171-174.