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Sainand M. Jadhav, Sanjay D. Nikhade, Sandip S. Kanase / International Journal of
       Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com
                        Vol. 3, Issue 2, March -April 2013, pp.258-264
      Vibration Reduction of Rotating Machinery by Using
                  Viscoelastic Material Support
            Sainand M. Jadhav#1, Sanjay D. Nikhade#2, Sandip S. Kanase*3
                              #
                                Asst. Prof., Department of Mechanical Engineering,
                         #
                          Institute Of Knowledge College Of Engineering, Pune, India.
                              *
                                Asst. Prof., Department of Mechanical Engineering,
                       *
                         Bharati Vidyapeeth College of Engineering, Navi-Mumbai, India.


Abstract
         The demand for silent machine                    achieved by altering the running conditions such as,
operation in any of the organization is prime             if possible, the rotational speed or the bearing
need in today’s environmentally conscious                 preload. The transfer and radiation of noise can be
world. The legal aspects of noise control                 reduced by a smart (re)design of the structural
requires a silent and noise free operation of             components of the application. The transfer of noise
the machine. The vibration and noise resulted             can also be reduced by decoupling the components
due to it is the common phenomena in any                  in such a way that the noise path is interrupted. This
dynamic machinery. In this paper an attempt               can be achieved by adding noise reducing treatments
has been made to found a suitable                         to the structure such as elastic elements, masses,
Viscoelastic material which can minimize the              local shielding or damping layers. In the present
vibration and results into less noise and                 investigation, the use of viscoelastic damping layers
efficient operation.                                      as a noise reducing measure in rotating machinery is
                                                          considered.
Keyword – Viscoelastic material, Vibration, FFT
analyzer.                                                 II. VISCOELASTIC MATERIALS
                                                                    Viscoelasticity is the property of materials
I. INTRODUCTION                                           that exhibit both viscous and elastic characteristics
          The demand for low noise machinery has          when undergoing deformation. Viscous materials,
become an increasingly important issue in our             like honey, resist shear flow and strain linearly with
society. Typical examples of nuisance caused by           time when a stress is applied. Elastic materials strain
noise are often experienced in household appliances       instantaneously when stretched and just as quickly
such as vacuum cleaners, washing machines or              return to their original state once the stress is
refrigerators. At work the inconvenience due to           removed. Viscoelastic materials have elements of
noise can be caused by computers, air conditioning        both of these properties and, as such, exhibit time
systems or industrial machines. Noise, the term for       dependent strain. Whereas elasticity is usually the
unwanted sound, is closely related to the occurrence      result of bond stretching along crystallographic
of structural vibrations. The vibrating surfaces of a     planes in an ordered solid, viscosity is the result of
structure excite the surrounding medium, in most          the diffusion of atoms or molecules inside an
cases air, causing pressure disturbances which are        amorphous material.
experienced as noise. This phenomenon is known as         Viscoelastic materials exhibit both viscous and
noise radiation. In many cases where noise is a           elastic characteristics when undergoing deformation.
problem, rotating machinery such as electric motors       Some phenomena in Viscoelastic materials are:
or gear boxes are involved. The vibration source in       1. If the stress is held constant, the strain increases
these types of machinery are electromagnetic forces,      with time (creep)
the meshing of gears or mechanical vibrations             2. If the strain is held constant, the stress decreases
caused by imbalance of the rotating parts. Often, the     with time (relaxation)
resulting vibrations are transmitted from the rotating    3. If cyclic loading is applied, hysteresis (a phase lag)
parts to the surrounding structure, which in the end      occurs, leading to a dissipation of mechanical energy
radiates noise. Generally, the rolling bearings in        Properties of Viscoelastic materials
such applications are relatively flexible components.     1. Creep (if the stress is held constant, the strain
Therefore, the bearings play a crucial role in the        increases with time) and Recovery
application as a vibration transmitter. As a vibration    2. Stress Relaxation (if the strain is held constant,
source, the rolling bearings have become less             the stress decreases with time)
important, mainly due to improved quality. In order       3. Energy Absorption.
to reduce the noise level of rotating machinery, the      List of common Viscoelastic materials (metals)
source, the transfer or the radiation of noise can be
suppressed. Source reduction, for example, can be



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Sainand M. Jadhav, Sanjay D. Nikhade, Sandip S. Kanase / International Journal of
       Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com
                        Vol. 3, Issue 2, March -April 2013, pp.258-264
Copper-manganese alloy, Zinc-aluminium alloy,
                                                             PVC (polyvinyl
Metals at high temperatures exhibit Viscoelastic
                                                         7   chloride) sheet
properties
                                                             6mm thick
List of common viscoelastic polymeric materials
Acrylic Rubber, Butadiene Rubber, Butyl Rubber,
Chloroprene, Chlorinated Polyethylene, Ethylene-             PVC (polyvinyl
Propylene-Diene,        Fluoro-silicone     Rubber,      8   chloride) sheet
Fluorocarbon Rubber, Nitrile Rubber, Natural                 12mm thick
Rubber,              Polyethylene,      Polystyrene,
Polyvinylchloride (PVC), Polymethyl Methacrylate,      Table I: Viscoelastic Materials used for experiments
Polybutadiene, Polypropylene.                          The above selected materials with different
                                                       thickness and geometry are used as vibration
Common Viscoelastic Materials Application
                                                       isolators (damping agent to absorb the vibrations).
Grommets or Bushings, Component Vibration
                                                       The other parameters for vibration analysis were
Isolation, Aircraft fuselage Panels, Submarine Hull
Separators, Mass Storage Disk Drive Component,         rpm of rotating shaft, location of disc on which
Automobile Tires, Stereo Speakers, Bridge.             unbalanced mass is attached and distance between
                                                       bearing supports. The following table shows the
                                                       various parameters and its variables taken under
III. PLANNING OF EXPERIMENTS
                                                       consideration for conducting the experiments.
          The selection of viscoelastic material is
based on the ease of availability, installation,
                                                                      Variables
replacement and cost. Following viscoelastic           Parameter
materials were used for evaluating their                              1          2            3          4
effectiveness in minimizing the effect of vibration                   Natural
                                                                                 Natural
1. Natural rubber sheet with plain geometry                           rubber                  PVC
                                                                                 rubber
    (thickness 3, 5, 6,12mm)                           Viscoelastic sheet                     (polyvinyl
                                                                                 sheet with              -
2. Natural rubber sheet with corrugated profile        Material       with                    chloride)
                                                                                 corrugated
    (thickness 12mm)                                                  plain                   sheet
                                                                                 profile
3. PVC (polyvinyl chloride) sheet (thickness 3, 6,                    geometry
    12mm)                                              Thickness
                                                                      3          5            6          12
                                                       (mm)
  Sr                                                   Speed
  .N DESCRIPTION PICTURE                               (Frequency)
  o.                                                   rpm         of 300        600          900        -
     Natural rubber                                    Rotating
     sheet with plain                                  Shaft
  1                                                    Location of
     geometry 3mm
     thick                                             Unbalanced Disc 1         Disc 2       -          -
     Natural rubber                                    Mass
     sheet with plain                                  Distance
  2                                                    Between
     geometry 5mm
     thick                                             Bearing        300        390          -          -
     Natural rubber                                    Supports
     sheet with plain                                  (mm)
  3 geometry 6mm                                        Table II: Parameters and variables
     thick
                                                       IV. EXPERIMENTAL SETUP
      Natural rubber
      sheet with plain
  4
      geometry 12mm
      thick
      Natural rubber
      sheet       with
  5   corrugated
      profile   12mm
      thick
      PVC (polyvinyl
  6   chloride) sheet
      3mm thick
                                                       Fig.1 Experimental Setup


                                                                                              259 | P a g e
Sainand M. Jadhav, Sanjay D. Nikhade, Sandip S. Kanase / International Journal of
       Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com
                        Vol. 3, Issue 2, March -April 2013, pp.258-264
           Experimental setup consists of electric       5. Jaw Couplings - Cast iron type jaws coupling
motor (0.37 kw), shaft (material stainless steel of Φ    Albro (A-095) with gasket has been taken
15 mm diameter of full length 630), two bearings,        6. Motor - DC shunt motor, 0.37kw, 1500rpm, 230V,
two discs, bearing’s base plate, bearing’s support       2-4Amp
plate, base plate and jaw coupling. The major part of    7. FFT analyser - From 2 to 4 channels, OR34 is the
this test setup is base plate which is made up from C    smallest instrument in this series.
– Channel having dimensions 200x100x25mm. The            Main Features
base plate also facilitated with number of holes to      1. Ultra-light: 1.4 kg (3 lbs)
change the bearing support positions according to        2. Hand size (A5 foot print)
the requirement at various locations. The main           3. Real-time bandwidth 40 kHz
objective of bearings support plate is to give rigid     4. ± 10 V Inputs, 24 bits, ICP®
and firm support to the bearings of the test setup.      5. 100 Mbits/s Ethernet
The dimensions of plate are 200 mm x 100 mm x 33         8. Software – Nvgate
mm. the main objective of fabrication of this setup is
to reveal actual unbalance condition of any rotating     V. EXPERIMENTAL PROCEDURE
machinery.                                                         Experiments were carried out on specially
                                                         developed vibration test rig which can facilitate the
                                                         change of bearing support location, location of
                                                         unbalanced mass, change in mass position, change
                                                         in operating frequency (i.e. speed can be varied) etc.
                                                         Following test plan is decided to conduct the
                                                         experiments under two different support location
                                                         conditions
                                                          Case 1: 3mm thick Natural rubber sheet with
                                                             plain geometry + 9mm thick M.S. plate beneath
                                                             bearing housing
                                                          Case 2: 5mm thick Natural rubber sheet with
                                                             plain geometry + 7mm thick M.S. plate beneath
Fig. 2 Experimental Setup Instrumentation
                                                             bearing housing
                                                          Case 3: 12mm thick Natural rubber sheet with
Experimental Setup Instrumentation consists of
                                                             plain geometry beneath bearing housing
 Accelerometer (for sensing vibrations at the            Case 4: 12mm thick Natural rubber sheet with
  bearing locations)                                         corrugated profile beneath bearing housing
 Inductive pickup sensor (for measuring speed            Case 5: 3mm thick PVC sheet + 9mm thick M.S.
  (frequency) rpm of shaft)                                  plate beneath bearing housing
 FFT analyser (to record the vibration signal)           Case 6: 6mm thick PVC sheet + 6mm thick M.S.
 Speed regulator (to control speed of motor)                plate beneath bearing housing
 Speed display unit (to display speed (frequency)        Case 7: 12mm thick PVC sheet beneath bearing
  rpm of shaft)                                              housing
 PC (to record vibration spectrum).                               For each case 18 no. of readings were taken.
                                                         The speed (frequency) is measured using non-
         The accelerometer is mounted on bearing         contacting type speed sensor with digital display, an
senses vibration signal sends it to FFT analyser, FFT    accelerometer attached to FFT analyzer is mounted
analyser processes it and converts it into signal form   on both bearing support (i.e. near to the drive and
compatible with PC. These vibration signal values        away from the drive), the signal received from the
are shown in the form of vibration spectrum on the       accelerometer with the help of FFT analyser is
screen of PC.                                            acquire and displayed on PC using NVGate software.
Specifications of the Experimental Setup
1. Bearings - Type – Self Aligning, Manufacturer -       VI. RESULTS
NTP                                                               As per the test plan discussed in chapter V
Inner Diameter - 15mm, Center Height - 30.1 mm.          the experiments were conducted and result tables
2. Disc 1 -       a) Flange - Ф 100 mm thickness         were prepared. Following result tables referred to
10 mm                                                    the different case and conditions discussed
b) Bush - Ф 40 mm length 35 mm                           previously.
3. Disc 2 -       a) Flange - Ф 112 mm thickness
12 mm
b) Bush - Ф 41 mm length 58 mm
4. Shaft - S.S. Rod of Ф15 mm diameter of full
length630 mm




                                                                                               260 | P a g e
Sainand M. Jadhav, Sanjay D. Nikhade, Sandip S. Kanase / International Journal of
           Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com
                            Vol. 3, Issue 2, March -April 2013, pp.258-264

Case 1           Case 2            Case 3             Case 4           Case 5         Case 6        Case 7
      Vibration        Vibration         Vibration         Vibration        Vibration     Vibration     Vibration
Test. Magnitude Test. Magnitude Test. Magnitude Test. Magnitude Test. Magnitude Test. Magnitude Test. Magnitude
No. (RMS         No. (RMS          No. (RMS           No. (RMS         No. (RMS       No. (RMS      No. (RMS
      Value)           Value)            Value)            Value)           Value)        Value)        Value)
1     12.6       1     12.07       1     13.35        1    17.06       1    11.21     1   14.58     1   12.59
2     12.1       2     11.25       2     19.69        2    26.88       2    12.69     2   14.4      2   13.54
3     28.31      3     30.17       3     32.41        3    35.51       3    22.76     3   35.01     3   29.5
4     23.93      4     33.98       4     34.89        4    45.73       4    25.81     4   25.93     4   26.97
5     58.4       5     60.1        5     54.4         5    51.9        5    49.17     5   63.8      5   54.3
6     40.8       6     47.47       6     52.4         6    75.3        6    45.9      6   43.33     6   41.35
7     12.07      7     13.36       7     17.97        7    19          7    14.71     7   13.46     7   12.32
8     12.64      8     12.32       8     20.15        8    28.74       8    15.97     8   10.65     8   12.28
9     13.8       9     10.88       9     14.19        9    19.49       9    12.28     9   14.15     9   12.02
10 13.69         10 13.03          10 16.21           10 29.01         10 15.68       10 13.77      10 12.02
11 27.84         11 30.9           11 36.33           11 35.99         11 25          11 35.25      11 29.09
12 24.28         12 27.47          12 35.52           12 44.07         12 28.41       12 29.08      12 23.99
13 27.95         13 26.93          13 33.32           13 35.16         13 29.66       13 25.03      13 29.11
14 25.2          14 27.29          14 35.56           14 46.84         14 28.63       14 26.55      14 22.98
15 43.54         15 48.04          15 56.8            15 62.7          15 53.5        15 58.4       15 51.8
16 50.6          16 48.1           16 57.3            16 79.2          16 45.49       16 43.76      16 41.08
17 49.3          17 63.4           17 60.7            17 63.3          17 49.78       17 63         17 52.2
18 42.8          18 48.98          18 56.3            18 78.5          18 44.5        18 42.31      18 39.84
    Table III: Result table for condition (I) distance between bearing supports = 300mm

Case 1          Case 2          Case 3          Case 4          Case 5          Case 6           Case 7
      Vibration       Vibration       Vibration       Vibration       Vibration       Vibration       Vibration
Test. Magnitude Test. Magnitude Test. Magnitude Test. Magnitude Test. Magnitude Test. Magnitude Test. Magnitude
No. (RMS        No. (RMS        No. (RMS        No. (RMS        No. (RMS        No. (RMS        No. (RMS
      Value)          Value)          Value)          Value)          Value)          Value)          Value)
1     16.42      1     12          1     22.4         1     15.46      1    11.41      1  10.45 1  11.75
2     14.92      2     12.24       2     37.06        2     18.4       2    13.26      2  10.13 2  10.45
3     36.97      3     30.79       3     41.9         3     37.75      3    22.62      3  26.62 3  26.79
4     25.04      4     29.09       4     49.31        4     38.89      4    25.04      4  22.92 4  24.96
5     63.7       5     49.02       5     60.8         5     70.3       5    39.84      5  45.62 5  52
6     40.95      6     39.79       6     65           6     68.9       6    41.57      6  38.66 6  42.42
7     16.5       7     12.26       7     22.19        7     16.28      7    13.92      7  10.66 7  11.97
8     15.12      8     10.26       8     30.34        8     19.36      8    13.54      8  10.2  8  10.72
9     15.87      9     11.45       9     21.27        9     17.35      9    13.64      9  10.04 9  11.82
10    14.42      10 10.86          10 25.69           10 18.36         10 12.97        10 9.63  10 10.39
11    35.29      11 28.25          11 40.24           11 36.73         11 26.05        11 25.78 11 28.33
12    35.84      12 25.47          12 39.47           12 40.82         12 24.24        12 20.87 12 27.95
13    35.6       13 29.75          13 33.12           13 37.48         13 33.36        13 26.72 13 26.36
14    24.26      14 23.48          14 40.42           14 39.58         14 25.01        14 24.63 14 26.83
15    57.6       15 47.49          15 55.9            15 65            15 56.3         15 46.49 15 52.4
16    39.43      16 40.5           16 57.4            16 65.6          16 44.1         16 36.82 16 41.23
17    63.5       17 49.32          17 51.1            17 66            17 58.4         17 50    17 59.8
18    41.15      18 40.33          18 55              18 65.1          18 42.38        18 36.47 18 41.53
     Table IV: Result table for condition (II) distance between bearing supports = 390mm
     Note: The highlighted cells indicate minimum and maximum vibration magnitude (RMS Value) for
     corresponding case




                                                                                               261 | P a g e
Sainand M. Jadhav, Sanjay D. Nikhade, Sandip S. Kanase / International Journal of
      Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com
                       Vol. 3, Issue 2, March -April 2013, pp.258-264
VI. CONCLUSIONS        AND        FUTURE
SCOPE
          From the experimental results recorded in         than the permissible value for general purpose
the result tables of chapter V and the corresponding        machinery i.e. 100 – 120 µm/sec2. (reference
plots based on these results following conclusions          Shock & Vibration Hand book by Harris
were made;                                                  chapter17- Shock & Vibration Standard)
1. Undoubtedly the Viscoelastic material shows          11. From the present study and based on above
     its utility as a vibration damping material and        conclusions it is found that the use of
     can be used as vibration isolators in variety of       Viscoelastic material is one of the best choice
     applications.                                          of passive vibration isolation technique.
2. The conducted research will provide the                  Further there is a scope to conduct some part
     comparative study between the different                of research in the area of optimized thickness
     readily available Viscoelastic materials. It           and geometry profile of the PVC sheet as a
     helps to evaluate the effectiveness of these           Viscoelastic material.
     materials under various circumstances.
3. The major criterion for evaluating the               REFERENCES
     Viscoelastic materials was the material itself,      [1]   H.G. Tillema, Thesis Noise reduction of
     its size and shape. The piece of materials was             rotating machinery by viscoelastic
     placed under the support and vibration                     bearing supports, University of Twente,
     amplitudes were recorded (at two different                 Enschede, Netherlands, pp. 2-3, February
     locations i.e. near the drive Brg. 2 and at free           2003.
     end Brg. 1) for different support distances,         [2]   Carlos Alberto Bavastri, Euda Mara da S.
     with and without mass unbalance etc.                       Ferreira, Jose Joao de Espindola, Eduardo
4. The PVC material with minimum thickness (3                   Marcio de O. Lopes, Modeling of
     mm) gives better results for condition (I) i.e.            Dynamic Rotors with Flexible Bearings
     showing less amplitude of vibrations at both               due to the use of Viscoelastic Materials,
     the support locations and at all the frequency             Journal of the Brazil, Soc. of Mech. Sci.
     values.                                                    & Eng., 3(1), pp. 23-29, January-March
5. The PVC material with minimum thickness                      2008.
     6mm gives better results for condition (II) i.e.     [3]   Severino P. C. Marques, Guillermo J.
     distance between bearing support = 390mm.                  Creus, Computational Viscoelasticity,
6. From the results obtained, for the similar set of            Springer Heidelberg Dordrecht London,
     conditions the vibration magnitude (RMS                    New York, pp. 3, 2012.
     Value) for natural rubber is 12.6µm/sec2, for        [4]   Snowdon, J.C., Rubberlike Materials,
     corrugated rubber is 17.066µm/sec2, for PVC                Their Internal Damping and Role in
     is 11.216µm/sec2, and for without viscoelastic             Vibration Isolation, Journal of Sound
     support is 21.076µm/sec2. This shows PVC                   and Vibration, 2 (2), pp. 175-193, April
     gives reduction in vibration magnitude by 11%,             1965.
     34%, and 46% over natural rubber, corrugated         [5]   Shabaneh, N.H. and Jean W., Dynamic
     rubber, without viscoelastic support.                      Analysis of Rotor-Shaft Systems with
7. The corrugated profiled rubber material with                 Viscoelastically Supported Bearings,
     maximum thickness (12 mm) indicates a less                 Mechanism and Machine Theory,
     effective material for absorbing the vibrations.           University of Toronto, Canada, 35 (1), pp.
     (There is a need of paying more attention                  1313-1330, September 1999.
     towards the study of effect of geometry and          [6]   Dutt, J.K., Toi T., Rotor Vibration
     thickness of the rubber as a viscoelastic                  Reduction With Polymeric Sectors,
     material)                                                  Journal of Sound and Vibration, Vol. 262
8. During the case of mass unbalance where                      (4), pp. 769-793, May 2003.
     vibration amplitude increases substantially, the     [7]   N. Venugopal, C.M. Chaudhari, Nitesh P.
     PVC material also play vital role in                       Yelve, An Investigation on Vibration of
     minimizing the effects of vibrations. In this              Visco-elastic materials by Using
     case it is observed that slight increase in                Taguchi Method & ANOVA, NCRTM
     thickness (i.e. 6 mm or sometimes 12 mm)                   2006.
     gives better results.                                [8]   M. I. Friswell, J. T. Sawicki, D. J. Inman,
9. The PVC material of 3 mm thickness exhibits                  A. W. Lees, The Response of Rotating
     good performance even when the distance                    Machines on Viscoelastic Supports,
     between supports was varied (i.e. from 300                 International Review of Mechanical
     mm to 390 mm).                                             Engineering (I.RE.M.E.), 1 (1), pp. 32-40,
10. The vibration magnitude (RMS Values) for all                2007.
     above discussed viscoelastic materials are less


                                                                                            262 | P a g e
Sainand M. Jadhav, Sanjay D. Nikhade, Sandip S. Kanase / International Journal of
        Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com
                         Vol. 3, Issue 2, March -April 2013, pp.258-264
  [9]    Allan g. Piersol, Thomas L. Parez,
         Harris’ Shock and Vibration Handbook,
         Mc-Graw Hill Publication.
 [10]
VII.     APPENDIX




                                                     Plot 3: Vibration magnitude (RMS Value) m/sec2
                                                     Vs Speed (frequency) rpm plot for support distance
                                                     390mm without mass on disc (At Bearing no.1)

Sample vibration spectrum (Refer Table IV Case 2
Expt. No. 8
Upcoming figures will show plots of Vibration
magnitude Vs Speed for different cases.




                                                     Plot 4: Vibration magnitude (RMS Value) m/sec2
                                                     Vs Speed (frequency) rpm plot for support distance
                                                     390mm with mass on disc 1 (At Bearing no.1)

Plot 1: Vibration magnitude (RMS Value)
mm/sec2 Vs Speed (frequency) rpm plot for
support distance 300mm without mass on disc (At
Bearing no.1)




                                                     Plot 5: Vibration magnitude (RMS Value) m/sec2
                                                     Vs Speed (frequency) rpm plot for support distance
                                                     390mm with mass on disc 2 (At Bearing no.1)
Plot 2: Vibration magnitude (RMS Value) m/sec2
Vs Speed (frequency) rpm plot for support distance
300mm with mass on disc 2 (At Bearing no.1)




                                                                                        263 | P a g e
Sainand M. Jadhav, Sanjay D. Nikhade, Sandip S. Kanase / International Journal of
       Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com
                        Vol. 3, Issue 2, March -April 2013, pp.258-264




Plot 6: Vibration magnitude (RMS Value) µm/sec2
Vs Speed (frequency) rpm plot for support distance
390mm with mass on disc 2 ( At Bearing no.2)




                                                                                 264 | P a g e

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Viscoelastic Material Vibration Reduction

  • 1. Sainand M. Jadhav, Sanjay D. Nikhade, Sandip S. Kanase / International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com Vol. 3, Issue 2, March -April 2013, pp.258-264 Vibration Reduction of Rotating Machinery by Using Viscoelastic Material Support Sainand M. Jadhav#1, Sanjay D. Nikhade#2, Sandip S. Kanase*3 # Asst. Prof., Department of Mechanical Engineering, # Institute Of Knowledge College Of Engineering, Pune, India. * Asst. Prof., Department of Mechanical Engineering, * Bharati Vidyapeeth College of Engineering, Navi-Mumbai, India. Abstract The demand for silent machine achieved by altering the running conditions such as, operation in any of the organization is prime if possible, the rotational speed or the bearing need in today’s environmentally conscious preload. The transfer and radiation of noise can be world. The legal aspects of noise control reduced by a smart (re)design of the structural requires a silent and noise free operation of components of the application. The transfer of noise the machine. The vibration and noise resulted can also be reduced by decoupling the components due to it is the common phenomena in any in such a way that the noise path is interrupted. This dynamic machinery. In this paper an attempt can be achieved by adding noise reducing treatments has been made to found a suitable to the structure such as elastic elements, masses, Viscoelastic material which can minimize the local shielding or damping layers. In the present vibration and results into less noise and investigation, the use of viscoelastic damping layers efficient operation. as a noise reducing measure in rotating machinery is considered. Keyword – Viscoelastic material, Vibration, FFT analyzer. II. VISCOELASTIC MATERIALS Viscoelasticity is the property of materials I. INTRODUCTION that exhibit both viscous and elastic characteristics The demand for low noise machinery has when undergoing deformation. Viscous materials, become an increasingly important issue in our like honey, resist shear flow and strain linearly with society. Typical examples of nuisance caused by time when a stress is applied. Elastic materials strain noise are often experienced in household appliances instantaneously when stretched and just as quickly such as vacuum cleaners, washing machines or return to their original state once the stress is refrigerators. At work the inconvenience due to removed. Viscoelastic materials have elements of noise can be caused by computers, air conditioning both of these properties and, as such, exhibit time systems or industrial machines. Noise, the term for dependent strain. Whereas elasticity is usually the unwanted sound, is closely related to the occurrence result of bond stretching along crystallographic of structural vibrations. The vibrating surfaces of a planes in an ordered solid, viscosity is the result of structure excite the surrounding medium, in most the diffusion of atoms or molecules inside an cases air, causing pressure disturbances which are amorphous material. experienced as noise. This phenomenon is known as Viscoelastic materials exhibit both viscous and noise radiation. In many cases where noise is a elastic characteristics when undergoing deformation. problem, rotating machinery such as electric motors Some phenomena in Viscoelastic materials are: or gear boxes are involved. The vibration source in 1. If the stress is held constant, the strain increases these types of machinery are electromagnetic forces, with time (creep) the meshing of gears or mechanical vibrations 2. If the strain is held constant, the stress decreases caused by imbalance of the rotating parts. Often, the with time (relaxation) resulting vibrations are transmitted from the rotating 3. If cyclic loading is applied, hysteresis (a phase lag) parts to the surrounding structure, which in the end occurs, leading to a dissipation of mechanical energy radiates noise. Generally, the rolling bearings in Properties of Viscoelastic materials such applications are relatively flexible components. 1. Creep (if the stress is held constant, the strain Therefore, the bearings play a crucial role in the increases with time) and Recovery application as a vibration transmitter. As a vibration 2. Stress Relaxation (if the strain is held constant, source, the rolling bearings have become less the stress decreases with time) important, mainly due to improved quality. In order 3. Energy Absorption. to reduce the noise level of rotating machinery, the List of common Viscoelastic materials (metals) source, the transfer or the radiation of noise can be suppressed. Source reduction, for example, can be 258 | P a g e
  • 2. Sainand M. Jadhav, Sanjay D. Nikhade, Sandip S. Kanase / International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com Vol. 3, Issue 2, March -April 2013, pp.258-264 Copper-manganese alloy, Zinc-aluminium alloy, PVC (polyvinyl Metals at high temperatures exhibit Viscoelastic 7 chloride) sheet properties 6mm thick List of common viscoelastic polymeric materials Acrylic Rubber, Butadiene Rubber, Butyl Rubber, Chloroprene, Chlorinated Polyethylene, Ethylene- PVC (polyvinyl Propylene-Diene, Fluoro-silicone Rubber, 8 chloride) sheet Fluorocarbon Rubber, Nitrile Rubber, Natural 12mm thick Rubber, Polyethylene, Polystyrene, Polyvinylchloride (PVC), Polymethyl Methacrylate, Table I: Viscoelastic Materials used for experiments Polybutadiene, Polypropylene. The above selected materials with different thickness and geometry are used as vibration Common Viscoelastic Materials Application isolators (damping agent to absorb the vibrations). Grommets or Bushings, Component Vibration The other parameters for vibration analysis were Isolation, Aircraft fuselage Panels, Submarine Hull Separators, Mass Storage Disk Drive Component, rpm of rotating shaft, location of disc on which Automobile Tires, Stereo Speakers, Bridge. unbalanced mass is attached and distance between bearing supports. The following table shows the various parameters and its variables taken under III. PLANNING OF EXPERIMENTS consideration for conducting the experiments. The selection of viscoelastic material is based on the ease of availability, installation, Variables replacement and cost. Following viscoelastic Parameter materials were used for evaluating their 1 2 3 4 effectiveness in minimizing the effect of vibration Natural Natural 1. Natural rubber sheet with plain geometry rubber PVC rubber (thickness 3, 5, 6,12mm) Viscoelastic sheet (polyvinyl sheet with - 2. Natural rubber sheet with corrugated profile Material with chloride) corrugated (thickness 12mm) plain sheet profile 3. PVC (polyvinyl chloride) sheet (thickness 3, 6, geometry 12mm) Thickness 3 5 6 12 (mm) Sr Speed .N DESCRIPTION PICTURE (Frequency) o. rpm of 300 600 900 - Natural rubber Rotating sheet with plain Shaft 1 Location of geometry 3mm thick Unbalanced Disc 1 Disc 2 - - Natural rubber Mass sheet with plain Distance 2 Between geometry 5mm thick Bearing 300 390 - - Natural rubber Supports sheet with plain (mm) 3 geometry 6mm Table II: Parameters and variables thick IV. EXPERIMENTAL SETUP Natural rubber sheet with plain 4 geometry 12mm thick Natural rubber sheet with 5 corrugated profile 12mm thick PVC (polyvinyl 6 chloride) sheet 3mm thick Fig.1 Experimental Setup 259 | P a g e
  • 3. Sainand M. Jadhav, Sanjay D. Nikhade, Sandip S. Kanase / International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com Vol. 3, Issue 2, March -April 2013, pp.258-264 Experimental setup consists of electric 5. Jaw Couplings - Cast iron type jaws coupling motor (0.37 kw), shaft (material stainless steel of Φ Albro (A-095) with gasket has been taken 15 mm diameter of full length 630), two bearings, 6. Motor - DC shunt motor, 0.37kw, 1500rpm, 230V, two discs, bearing’s base plate, bearing’s support 2-4Amp plate, base plate and jaw coupling. The major part of 7. FFT analyser - From 2 to 4 channels, OR34 is the this test setup is base plate which is made up from C smallest instrument in this series. – Channel having dimensions 200x100x25mm. The Main Features base plate also facilitated with number of holes to 1. Ultra-light: 1.4 kg (3 lbs) change the bearing support positions according to 2. Hand size (A5 foot print) the requirement at various locations. The main 3. Real-time bandwidth 40 kHz objective of bearings support plate is to give rigid 4. ± 10 V Inputs, 24 bits, ICP® and firm support to the bearings of the test setup. 5. 100 Mbits/s Ethernet The dimensions of plate are 200 mm x 100 mm x 33 8. Software – Nvgate mm. the main objective of fabrication of this setup is to reveal actual unbalance condition of any rotating V. EXPERIMENTAL PROCEDURE machinery. Experiments were carried out on specially developed vibration test rig which can facilitate the change of bearing support location, location of unbalanced mass, change in mass position, change in operating frequency (i.e. speed can be varied) etc. Following test plan is decided to conduct the experiments under two different support location conditions  Case 1: 3mm thick Natural rubber sheet with plain geometry + 9mm thick M.S. plate beneath bearing housing  Case 2: 5mm thick Natural rubber sheet with plain geometry + 7mm thick M.S. plate beneath Fig. 2 Experimental Setup Instrumentation bearing housing  Case 3: 12mm thick Natural rubber sheet with Experimental Setup Instrumentation consists of plain geometry beneath bearing housing  Accelerometer (for sensing vibrations at the  Case 4: 12mm thick Natural rubber sheet with bearing locations) corrugated profile beneath bearing housing  Inductive pickup sensor (for measuring speed  Case 5: 3mm thick PVC sheet + 9mm thick M.S. (frequency) rpm of shaft) plate beneath bearing housing  FFT analyser (to record the vibration signal)  Case 6: 6mm thick PVC sheet + 6mm thick M.S.  Speed regulator (to control speed of motor) plate beneath bearing housing  Speed display unit (to display speed (frequency)  Case 7: 12mm thick PVC sheet beneath bearing rpm of shaft) housing  PC (to record vibration spectrum). For each case 18 no. of readings were taken. The speed (frequency) is measured using non- The accelerometer is mounted on bearing contacting type speed sensor with digital display, an senses vibration signal sends it to FFT analyser, FFT accelerometer attached to FFT analyzer is mounted analyser processes it and converts it into signal form on both bearing support (i.e. near to the drive and compatible with PC. These vibration signal values away from the drive), the signal received from the are shown in the form of vibration spectrum on the accelerometer with the help of FFT analyser is screen of PC. acquire and displayed on PC using NVGate software. Specifications of the Experimental Setup 1. Bearings - Type – Self Aligning, Manufacturer - VI. RESULTS NTP As per the test plan discussed in chapter V Inner Diameter - 15mm, Center Height - 30.1 mm. the experiments were conducted and result tables 2. Disc 1 - a) Flange - Ф 100 mm thickness were prepared. Following result tables referred to 10 mm the different case and conditions discussed b) Bush - Ф 40 mm length 35 mm previously. 3. Disc 2 - a) Flange - Ф 112 mm thickness 12 mm b) Bush - Ф 41 mm length 58 mm 4. Shaft - S.S. Rod of Ф15 mm diameter of full length630 mm 260 | P a g e
  • 4. Sainand M. Jadhav, Sanjay D. Nikhade, Sandip S. Kanase / International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com Vol. 3, Issue 2, March -April 2013, pp.258-264 Case 1 Case 2 Case 3 Case 4 Case 5 Case 6 Case 7 Vibration Vibration Vibration Vibration Vibration Vibration Vibration Test. Magnitude Test. Magnitude Test. Magnitude Test. Magnitude Test. Magnitude Test. Magnitude Test. Magnitude No. (RMS No. (RMS No. (RMS No. (RMS No. (RMS No. (RMS No. (RMS Value) Value) Value) Value) Value) Value) Value) 1 12.6 1 12.07 1 13.35 1 17.06 1 11.21 1 14.58 1 12.59 2 12.1 2 11.25 2 19.69 2 26.88 2 12.69 2 14.4 2 13.54 3 28.31 3 30.17 3 32.41 3 35.51 3 22.76 3 35.01 3 29.5 4 23.93 4 33.98 4 34.89 4 45.73 4 25.81 4 25.93 4 26.97 5 58.4 5 60.1 5 54.4 5 51.9 5 49.17 5 63.8 5 54.3 6 40.8 6 47.47 6 52.4 6 75.3 6 45.9 6 43.33 6 41.35 7 12.07 7 13.36 7 17.97 7 19 7 14.71 7 13.46 7 12.32 8 12.64 8 12.32 8 20.15 8 28.74 8 15.97 8 10.65 8 12.28 9 13.8 9 10.88 9 14.19 9 19.49 9 12.28 9 14.15 9 12.02 10 13.69 10 13.03 10 16.21 10 29.01 10 15.68 10 13.77 10 12.02 11 27.84 11 30.9 11 36.33 11 35.99 11 25 11 35.25 11 29.09 12 24.28 12 27.47 12 35.52 12 44.07 12 28.41 12 29.08 12 23.99 13 27.95 13 26.93 13 33.32 13 35.16 13 29.66 13 25.03 13 29.11 14 25.2 14 27.29 14 35.56 14 46.84 14 28.63 14 26.55 14 22.98 15 43.54 15 48.04 15 56.8 15 62.7 15 53.5 15 58.4 15 51.8 16 50.6 16 48.1 16 57.3 16 79.2 16 45.49 16 43.76 16 41.08 17 49.3 17 63.4 17 60.7 17 63.3 17 49.78 17 63 17 52.2 18 42.8 18 48.98 18 56.3 18 78.5 18 44.5 18 42.31 18 39.84 Table III: Result table for condition (I) distance between bearing supports = 300mm Case 1 Case 2 Case 3 Case 4 Case 5 Case 6 Case 7 Vibration Vibration Vibration Vibration Vibration Vibration Vibration Test. Magnitude Test. Magnitude Test. Magnitude Test. Magnitude Test. Magnitude Test. Magnitude Test. Magnitude No. (RMS No. (RMS No. (RMS No. (RMS No. (RMS No. (RMS No. (RMS Value) Value) Value) Value) Value) Value) Value) 1 16.42 1 12 1 22.4 1 15.46 1 11.41 1 10.45 1 11.75 2 14.92 2 12.24 2 37.06 2 18.4 2 13.26 2 10.13 2 10.45 3 36.97 3 30.79 3 41.9 3 37.75 3 22.62 3 26.62 3 26.79 4 25.04 4 29.09 4 49.31 4 38.89 4 25.04 4 22.92 4 24.96 5 63.7 5 49.02 5 60.8 5 70.3 5 39.84 5 45.62 5 52 6 40.95 6 39.79 6 65 6 68.9 6 41.57 6 38.66 6 42.42 7 16.5 7 12.26 7 22.19 7 16.28 7 13.92 7 10.66 7 11.97 8 15.12 8 10.26 8 30.34 8 19.36 8 13.54 8 10.2 8 10.72 9 15.87 9 11.45 9 21.27 9 17.35 9 13.64 9 10.04 9 11.82 10 14.42 10 10.86 10 25.69 10 18.36 10 12.97 10 9.63 10 10.39 11 35.29 11 28.25 11 40.24 11 36.73 11 26.05 11 25.78 11 28.33 12 35.84 12 25.47 12 39.47 12 40.82 12 24.24 12 20.87 12 27.95 13 35.6 13 29.75 13 33.12 13 37.48 13 33.36 13 26.72 13 26.36 14 24.26 14 23.48 14 40.42 14 39.58 14 25.01 14 24.63 14 26.83 15 57.6 15 47.49 15 55.9 15 65 15 56.3 15 46.49 15 52.4 16 39.43 16 40.5 16 57.4 16 65.6 16 44.1 16 36.82 16 41.23 17 63.5 17 49.32 17 51.1 17 66 17 58.4 17 50 17 59.8 18 41.15 18 40.33 18 55 18 65.1 18 42.38 18 36.47 18 41.53 Table IV: Result table for condition (II) distance between bearing supports = 390mm Note: The highlighted cells indicate minimum and maximum vibration magnitude (RMS Value) for corresponding case 261 | P a g e
  • 5. Sainand M. Jadhav, Sanjay D. Nikhade, Sandip S. Kanase / International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com Vol. 3, Issue 2, March -April 2013, pp.258-264 VI. CONCLUSIONS AND FUTURE SCOPE From the experimental results recorded in than the permissible value for general purpose the result tables of chapter V and the corresponding machinery i.e. 100 – 120 µm/sec2. (reference plots based on these results following conclusions Shock & Vibration Hand book by Harris were made; chapter17- Shock & Vibration Standard) 1. Undoubtedly the Viscoelastic material shows 11. From the present study and based on above its utility as a vibration damping material and conclusions it is found that the use of can be used as vibration isolators in variety of Viscoelastic material is one of the best choice applications. of passive vibration isolation technique. 2. The conducted research will provide the Further there is a scope to conduct some part comparative study between the different of research in the area of optimized thickness readily available Viscoelastic materials. It and geometry profile of the PVC sheet as a helps to evaluate the effectiveness of these Viscoelastic material. materials under various circumstances. 3. The major criterion for evaluating the REFERENCES Viscoelastic materials was the material itself, [1] H.G. Tillema, Thesis Noise reduction of its size and shape. The piece of materials was rotating machinery by viscoelastic placed under the support and vibration bearing supports, University of Twente, amplitudes were recorded (at two different Enschede, Netherlands, pp. 2-3, February locations i.e. near the drive Brg. 2 and at free 2003. end Brg. 1) for different support distances, [2] Carlos Alberto Bavastri, Euda Mara da S. with and without mass unbalance etc. Ferreira, Jose Joao de Espindola, Eduardo 4. The PVC material with minimum thickness (3 Marcio de O. Lopes, Modeling of mm) gives better results for condition (I) i.e. Dynamic Rotors with Flexible Bearings showing less amplitude of vibrations at both due to the use of Viscoelastic Materials, the support locations and at all the frequency Journal of the Brazil, Soc. of Mech. Sci. values. & Eng., 3(1), pp. 23-29, January-March 5. The PVC material with minimum thickness 2008. 6mm gives better results for condition (II) i.e. [3] Severino P. C. Marques, Guillermo J. distance between bearing support = 390mm. Creus, Computational Viscoelasticity, 6. From the results obtained, for the similar set of Springer Heidelberg Dordrecht London, conditions the vibration magnitude (RMS New York, pp. 3, 2012. Value) for natural rubber is 12.6µm/sec2, for [4] Snowdon, J.C., Rubberlike Materials, corrugated rubber is 17.066µm/sec2, for PVC Their Internal Damping and Role in is 11.216µm/sec2, and for without viscoelastic Vibration Isolation, Journal of Sound support is 21.076µm/sec2. This shows PVC and Vibration, 2 (2), pp. 175-193, April gives reduction in vibration magnitude by 11%, 1965. 34%, and 46% over natural rubber, corrugated [5] Shabaneh, N.H. and Jean W., Dynamic rubber, without viscoelastic support. Analysis of Rotor-Shaft Systems with 7. The corrugated profiled rubber material with Viscoelastically Supported Bearings, maximum thickness (12 mm) indicates a less Mechanism and Machine Theory, effective material for absorbing the vibrations. University of Toronto, Canada, 35 (1), pp. (There is a need of paying more attention 1313-1330, September 1999. towards the study of effect of geometry and [6] Dutt, J.K., Toi T., Rotor Vibration thickness of the rubber as a viscoelastic Reduction With Polymeric Sectors, material) Journal of Sound and Vibration, Vol. 262 8. During the case of mass unbalance where (4), pp. 769-793, May 2003. vibration amplitude increases substantially, the [7] N. Venugopal, C.M. Chaudhari, Nitesh P. PVC material also play vital role in Yelve, An Investigation on Vibration of minimizing the effects of vibrations. In this Visco-elastic materials by Using case it is observed that slight increase in Taguchi Method & ANOVA, NCRTM thickness (i.e. 6 mm or sometimes 12 mm) 2006. gives better results. [8] M. I. Friswell, J. T. Sawicki, D. J. Inman, 9. The PVC material of 3 mm thickness exhibits A. W. Lees, The Response of Rotating good performance even when the distance Machines on Viscoelastic Supports, between supports was varied (i.e. from 300 International Review of Mechanical mm to 390 mm). Engineering (I.RE.M.E.), 1 (1), pp. 32-40, 10. The vibration magnitude (RMS Values) for all 2007. above discussed viscoelastic materials are less 262 | P a g e
  • 6. Sainand M. Jadhav, Sanjay D. Nikhade, Sandip S. Kanase / International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com Vol. 3, Issue 2, March -April 2013, pp.258-264 [9] Allan g. Piersol, Thomas L. Parez, Harris’ Shock and Vibration Handbook, Mc-Graw Hill Publication. [10] VII. APPENDIX Plot 3: Vibration magnitude (RMS Value) m/sec2 Vs Speed (frequency) rpm plot for support distance 390mm without mass on disc (At Bearing no.1) Sample vibration spectrum (Refer Table IV Case 2 Expt. No. 8 Upcoming figures will show plots of Vibration magnitude Vs Speed for different cases. Plot 4: Vibration magnitude (RMS Value) m/sec2 Vs Speed (frequency) rpm plot for support distance 390mm with mass on disc 1 (At Bearing no.1) Plot 1: Vibration magnitude (RMS Value) mm/sec2 Vs Speed (frequency) rpm plot for support distance 300mm without mass on disc (At Bearing no.1) Plot 5: Vibration magnitude (RMS Value) m/sec2 Vs Speed (frequency) rpm plot for support distance 390mm with mass on disc 2 (At Bearing no.1) Plot 2: Vibration magnitude (RMS Value) m/sec2 Vs Speed (frequency) rpm plot for support distance 300mm with mass on disc 2 (At Bearing no.1) 263 | P a g e
  • 7. Sainand M. Jadhav, Sanjay D. Nikhade, Sandip S. Kanase / International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622 www.ijera.com Vol. 3, Issue 2, March -April 2013, pp.258-264 Plot 6: Vibration magnitude (RMS Value) µm/sec2 Vs Speed (frequency) rpm plot for support distance 390mm with mass on disc 2 ( At Bearing no.2) 264 | P a g e