Page 108 - Instrumentation Reference Book 3E
P. 108

Introduction 93






































              Figure 6.2  Frequency spectrum and magnitude of vibration parameters. Courtesy, Bruel & Kjaer.

              application will need careful consideration of its
              many parameters to decide which kind of sensor
              should be applied in order to make the best meas-
              urement.                                 (spring-mass-damper  system) (input driving func-
                A  complicating  factor  in  vibration  measure-   tion)
              ment can be the distributed nature of mechanical   For the specific mechanical  system of  interest
              systems. This leads to complex patterns  of vibra-   here, given in Figure 6.4, this becomes
              tion, demanding care in the positioning of sensors.
                Mechanical  systems, including  human  forms,   md2xo  cdxo
              given as an example in Figure 6.3, comprise mass,   dt2  + dt - ksxo  = 41
              spring  compliance  (or  stiffness),  and  damping   where m is the effective mass (which may need to
              components.  In  the  simplest  case,  where  only   include part of the mass of the spring element or
              one degree of freedom  exists, linear  behavior  of
              this combination can be well described using lin-   be  composed  entirely  of  it),  c  is  the  vi ‘SCOUS
                                                       damping  factor,  and  k,  the  spring  compliance
              ear mathematical theory to model the time behav-   (expressed here as length change per unit of force
              ior as the result of force excitation or some initial   applied).
              position  displacement.                    Where the damping effect is negligible, the sys-
               Vibration can be measured  by direct compari-   tem will have a frequency at which it will natu-
              son  of  instantaneous  dimensional  parameters   rally  vibrate  if  excited  by  a  pulse  input.  This
              relative  to  some  adequately  fixed  datum  point   natural frequency i~, is given by
              in space. The fixed point can be on an “independ-
              ent”  measurement  framework  (fixed  reference
              method) or can be a part that remains stationary
              because of its high inertia (seismic system).
                In general a second-order linear system output   Presence of  damping will alter this value, but as
              response qo is related  to an input function qi  by   the damping rises the system is less able to pro-
              the differential equation                vide continuous oscillation.
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