THE PROBLEM OF PASSIVE AND ACTIVE VIBRATION PROTECTION OF DISSIPATIVE-INHOMOGENEOUS MECHANICAL SYSTEMS WITH A FINITE NUMBER OF DEGREES OF FREEDOM

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Раимов D. (2025). THE PROBLEM OF PASSIVE AND ACTIVE VIBRATION PROTECTION OF DISSIPATIVE-INHOMOGENEOUS MECHANICAL SYSTEMS WITH A FINITE NUMBER OF DEGREES OF FREEDOM. Журнал прикладных и социальных наук, 1(6), 41–45. извлечено от https://www.inlibrary.uz/index.php/jasss/article/view/126593
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THE PROBLEM OF PASSIVE AND ACTIVE VIBRATION PROTECTION OF

DISSIPATIVE-INHOMOGENEOUS MECHANICAL SYSTEMS WITH A FINITE

NUMBER OF DEGREES OF FREEDOM

D.G.Rayimov

Asia International University

Kinematic excitation (Fig. 1 ) is used for vibration protection of technical devices, technological

apparatus, machines, i.e., electronic devices and equipment that are very sensitive to vibrations

of devices installed on moving objects.

Fig. 1. One-dimensional diagram of an active vibration protection system.

1 – plate (base); 2 – springs (deformable elements); 3 – intermediate plate; 4 – acceleration

sensor; 5 – viscous element; 6 – control unit; 7 – vibration protection object;

a

(

t

) – base

displacement
In active vibration protection systems (Fig. 1 ), the control object will be the vibration protection

object, and passive elements are included in the system as springs, dampers or their

combinations. If the system also includes a servo drive, this means that the system has a

regulator.
The input signals will be displacements, velocities and accelerations of points, angular

displacements, angular velocities, angular accelerations, forces and stresses , etc.

[ ]

[ ]

[ ]

[ ]

[ ]

),

(

;

;

)

(

)

(

)};

(

{

)}

(

{

}

{

}

{

}

{

}

{

}

{

1

3

1

0

1

2

3

1

1

2

2

1

1

2

2

x

x

K

u

x

K

K

u

K

u

u

Ri

x

x

Bl

dt

di

L

t

t

F

X

C

X

C

X

B

X

B

X

M

dp

dp

dp

bx

dp

bx

-

=

=

-

=

+

-

+

+

=

+

+

+

+

&

&

&

&

&

&

h

( 1 )

Here


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[ ]

[ ]

[ ]

[ ]

[ ]

1

1

1

2

1

2

2

2

1

2

3

3

3

1

1

2

2

2

2

1

2

1

2

2

3

3

2

0 0

0 0

0 0

0 0 0

0

0 ,

0

0 ,

0

0 ,

0

0

0 0

0 0

0 0 0

0 0

0 0 0

0

0

0 ,{ }

,{ }

,{ }

,

0 0 0

0

m

c

b

M

m

C

c

C

c

B

b

m

c

b

x

x x

B

b

X

x

X

x x

X

x

x

x x

=

=

=

=

-

=

=

=

-

=

-

&

&

&

&

&

&

Here

i

– current strength;

u

– voltage;

L , R

– inductance and resistance;

– conductor length;

K

dp

– displacement sensor gain;

K

1

– tracking system gain,

B ℓ i

– electromechanical force ;

The proposed research method with servo links represents a new direction, which is based on the

application of the model as a system, which is built using multi-pole elements, which made it

possible to apply automatic control methods to vibration protection systems and

electromechanical systems.

Methods of vibration protection and vibration isolation of machines and devices are developing

to transform vibration protection systems into controlled systems.

Active vibration protection devices (AVD) have a lower frequency range limit of ≈ 2 Hz, as well

as a maximum vibration suppression coefficient of 35 to 40 dB, which is available at a frequency

of ≈ 10 Hz.

Methods for solving the problem of natural and forced vibrations ( passive and active

vibration protection) of dissipative-inhomogeneous mechanical systems

When considering natural oscillations, the right-hand side is identically equal to zero. We will

seek a solution in the form:

,

i t

j

j

q

A e

w

-

=

j =

1 , …,

N

,

Where

I

R

i

w

w

w

+

=

– complex natural frequency. The problem is reduced to a complex

algebraic eigenvalue problem of the form:

2

1

( (

( )

)) 0,

N

k

jk

R

jk

k

A C

а

w

w

=

-

=

1,2,...,

j

N

=

, ( 2 )

with a nonlinearly entering complex parameter

R

w

. The characteristic equation of problem ( 2 )

is solved numerically, using the Muller method. As an initial approximation, a solution close to

( 2 ) of the corresponding conservative problem is adopted. In this case, the determinant of

system ( 2 ) at each iteration of the Muller method is calculated using the Gauss method with the

selection of the main element by rows and columns. Thus, the solution of the problem of natural

oscillations using the Muller method does not require the disclosure of its determinant.

We will seek the solution to the problem of forced oscillations of the system ( 2 ) in the

form:


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,

1,...,

i t

j

j

q

A e

j

N

l

-

=

=

, ( 3 )

Where

j

A

– the sought complex amplitudes. The problem of steady-state forced oscillations is

reduced to a system of non-homogeneous algebraic equations:

2

1

(

( )

)

( ),

N

jm

jm

m

j

j

э

m

C

a

A

f

q

l

l

h

=

-

=

+

where the solution is carried out by the Gauss method. The result of solving the problem of

forced oscillations is obtaining the amplitude-frequency characteristics (AFC) of the mechanical

system. If the mechanical system has one degree of freedom, then the equation of motion of the

system is written as:

2

1

1

1

1

''

(

) ( )

sin

( )sin

t

э

y

y

R t S y S dS C

pt

q

pt

w

h

-

+

-

-

-

= -

,

( 4 )

where

p

is the frequency of the external influence. The particular solution of equation ( 4 ) has

the form:

)

(

sin

cos

1

2

1

1

t

y

t

p

d

t

p

d

=

+

,

Where

2

1

1

1

2

2

2

4 2

1

1

1

(

( ))

( )

;

(1

( ))

( )

э

S

C

S

c

q

p

d

p

p

p

h

w

w

w

- +

G

=

- G

-

+ G

2

2

1

1

1

2

2

2

2

4 2

1

1

1

(

( ))

(1

( ))

;

(1

( ))

( )

э

C

C

S

c

q

p

p

d

p

p

p

h

w

w

w

-

- G

-

=

- G

-

+ G

;

cos

)

(

)

(

0

1

1

=

t

t

t

d

p

R

p

F

C

1

1

0

( )

( )sin

.

S

F p

R

p d

t

t t

=

When the viscous properties of deformable elements are taken into account through viscous

friction, then in matrix form relative to the matrix – column of

� = ����� �

1

, …, �

integro-

differential equations (IDE) ( 4 ) take the form

{ }

{ }

[

]

{

}

{ } { } {

}

[ ]

[ ]

(

)

( )

[ ]

( )

t

э

M X

C X

R t

X

d

K X

f

q

t

t

t

h

-

+

-

-

+

=

+

&&

&

,

( 5 )

where [

M

] is a positive definite matrix, the elements of which denote concentrated masses, [

C

]

is the matrix of damping coefficients of deformable bodies and [

K

] is the matrix of elements of

rigidity characteristics of deformable bodies (square symmetric matrix),

[

]

(

)

R t

t

-

-

viscosity

matrix without mass elements. The disturbing force is denoted by the column

{ }

f

vector .

The above matrices have a physical meaning, i.e.

jk

M

,

jk

C

and

jk

K

– respectively, the

elements of the mass, damping and stiffness matrix. All matrices are quadratic,

j

– number of


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lines,

k

– the number of columns. The elements of this equation ( 2 ) are obtained from the

system of differential equations ( 1 ).

Equation of motion of vibration protection systems with a finite number of degrees of

freedom.

The equations of vibrations of machine elements can be written in the form:

[ ]

{ }

[ ]

{ }

[ ]

{ } {

}

)

(

t

F

B

C

M

=

+

+

j

j

j

&

&

&

, ( 6 )

where

{ }

j

is the matrix of generalized coordinates, [

M

], [

B

], [

C

] are the matrices of inertial,

dissipative and elastic loads, respectively;

F ( t )

is the matrix of external loads.

For active vibration protection systems, its system of equations can be represented by differential

equations:

{ } {

}

[ ]

{ }

x

A

t

F

x

+

=

)

(

&

, ( 7 )

where

x

is the state matrix;

[ ]

A

is a square matrix.

If a complex system is considered, then [

B

] and [

C

] may be "dense" matrices.

The reactions of servolinks can be determined by structural diagrams that are equivalent to

automatic control systems. This approach can also be used for systems for which mass is taken

as an inertial element of a rigid div.

It is known that it is impossible to be distracted from the implementation of servolinks . They

can be implemented not passively, not by simply touching bodies, but by mechanisms that

generate various generalized forces, for example, mechanical, electromechanical, pneumatic,

hydraulic, electrohydraulic, etc.

Conclusions.

methods of solving the problem and the algorithm of combined vibration protection of a

mechanical system with a finite number of degrees of freedom based on the constraint of the

mechanical system by servo links have been developed . Based on the analysis of the obtained

numerical results, it has been established that the efficiency of including active vibration

protection in the support, in parallel with the passive one, is determined by the gain in the

feedback circuit. It has been substantiated that an appropriate choice of the gain can achieve

unlimitedly high efficiency, however, with large values of the gain in the feedback circuit, the

system may lose stability.

REFERENCES:

1. Mirsaidov, M Teshaev, S Ablokulov, D Rayimov. Choice of optimum extinguishers

parameters for a dissipative mechanical system M IOP Conference Series: Materials Science and

Engineering 883 (1), 012100. 2020 yil

2.

T Mamatov, D Rayimov, M Elmurodov. Xölder fazolarida aralash kasrlarni farqlash

operatorlari. Journal of Multidisciplinary Engineering Science and Technology (JMEST) ISSN:

2458-9403 Vol. 6 Issue 4, April - 2019

3.

Ismoil Safarov, Muhsin Teshaev, Sharifboy Axmedov, Doniyor Rayimov, Farhod Homidov.

Manometric Tubular Springs Oscillatory Processes Modeling with Consideration of its

Viscoelastic

Properties.

E3S

Web

of

Conferences

264,

01010

(2021)

https://doi.org/10.1051/e3sconf/202126401010 CONMECHYDRO - 2021


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4.

T Mamatov, F Homidov, D Rayimov. On Isomorphism Implemented by Mixed Fractional

Integrals In Hölder Spaces.

International Journal of Development Research, 2019

5.

Safarov I.I, Almuratov, Teshaev M.Kh, Homidov F.F, Rayimov D.G, On the dynamic stress-

strain state of isotropic rectangular plates on an elastic base under vibration loads, Indian Journal

of Engineering Published: January 2020

6.

I.I.Safarov, M X Teshaev, B.S.Rahmonov, M Sh Axmedov, D.G.Rayimov.

Transverse

Forced Vibrations of the Plates, the Dissipative Properties of Which are Described Memory

Functions. ICASSCT 2021 Journal of Physics: Conference Series 1921 (2021) 012062 IOP

Publishing

. AIP konferentsiyasi materiallari, 2022 yil

https://doi.org/10.1063/5.0090433

7.

N.U.Quldashov, Sh N Almuratov, D.G.Rayimov, F.F.Homidov, F.B.Jalolov.

Transverse

Forced Vibrations of the Plates, the Dissipative Properties of Which are Described Memory

Functions. Journal of Physics: Conference Series 1921 (2021) 012062 IOP Publishing

doi:10.1088/1742-6596/1921/1/012062

8.

Muhsin Teshaev, Ismoil Safarov, Dilshoda Ibragimova, Doniyor Rayimov, and Sharif

Akhmedov. Stationary response of the system "Cylindrical shell – viscoelastic filler" to the effect

of a moving load. APITECH-V-2023 Journal of Physics: Conference Series 2697 (2024) 012004

IOP Publishing

9.

N U Kuldashov, A Ruzimov, M Kh Teshaev, Sh N Almuratov and D G Rayimov. Active

dynamic damping of vibrations of a mechanical system with a finite number of degrees of

freedom. First International Conference on Advances in Physical Sciences and Materials Journal

of Physics: Conference Series 1706 (2020) 012040 doi:10.1088/1742-6596/1706/1/012040

Библиографические ссылки

Mirsaidov, M Teshaev, S Ablokulov, D Rayimov. Choice of optimum extinguishers parameters for a dissipative mechanical system M IOP Conference Series: Materials Science and Engineering 883 (1), 012100. 2020 yil

T Mamatov, D Rayimov, M Elmurodov. Xölder fazolarida aralash kasrlarni farqlash operatorlari. Journal of Multidisciplinary Engineering Science and Technology (JMEST) ISSN: 2458-9403 Vol. 6 Issue 4, April - 2019

Ismoil Safarov, Muhsin Teshaev, Sharifboy Axmedov, Doniyor Rayimov, Farhod Homidov. Manometric Tubular Springs Oscillatory Processes Modeling with Consideration of its Viscoelastic Properties. E3S Web of Conferences 264, 01010 (2021) https://doi.org/10.1051/e3sconf/202126401010 CONMECHYDRO - 2021

T Mamatov, F Homidov, D Rayimov. On Isomorphism Implemented by Mixed Fractional Integrals In Hölder Spaces. International Journal of Development Research, 2019

Safarov I.I, Almuratov, Teshaev M.Kh, Homidov F.F, Rayimov D.G, On the dynamic stress-strain state of isotropic rectangular plates on an elastic base under vibration loads, Indian Journal of Engineering Published: January 2020

I.I.Safarov, M X Teshaev, B.S.Rahmonov, M Sh Axmedov, D.G.Rayimov. Transverse Forced Vibrations of the Plates, the Dissipative Properties of Which are Described Memory Functions. ICASSCT 2021 Journal of Physics: Conference Series 1921 (2021) 012062 IOP Publishing. AIP konferentsiyasi materiallari, 2022 yil https://doi.org/10.1063/5.0090433

N.U.Quldashov, Sh N Almuratov, D.G.Rayimov, F.F.Homidov, F.B.Jalolov. Transverse Forced Vibrations of the Plates, the Dissipative Properties of Which are Described Memory Functions. Journal of Physics: Conference Series 1921 (2021) 012062 IOP Publishing doi:10.1088/1742-6596/1921/1/012062

Muhsin Teshaev, Ismoil Safarov, Dilshoda Ibragimova, Doniyor Rayimov, and Sharif Akhmedov. Stationary response of the system "Cylindrical shell – viscoelastic filler" to the effect of a moving load. APITECH-V-2023 Journal of Physics: Conference Series 2697 (2024) 012004 IOP Publishing

N U Kuldashov, A Ruzimov, M Kh Teshaev, Sh N Almuratov and D G Rayimov. Active dynamic damping of vibrations of a mechanical system with a finite number of degrees of freedom. First International Conference on Advances in Physical Sciences and Materials Journal of Physics: Conference Series 1706 (2020) 012040 doi:10.1088/1742-6596/1706/1/012040