Page 113 - Thomson, William Tyrrell-Theory of Vibration with Applications-Taylor _ Francis (2010)
P. 113

100                                       Transient Vibration   Chap. 4






                         -)
                         Ç /max




                                                                     Figure 4.3-4.

                              Example 4.3-3
                                  For a man in a seated position, as when driving an automobile, the single-DOF model
                                  of  Fig.  4.3-5  is  often  assumed  for  forensic  studies.  From  extensive  biomechanical
                                  tests,  the  spinal  stiffness  of  81,000  N/m   =  458  Ib/in.^  is  assumed  for  the  spring  k
                                  supporting  the  body  mass  W/g.  By  assuming  mg =  160  lb,  this  results  in  a  static
                                  deflection  of  3^,  =  160/458  =  0.35  in.  Let  us  assume  that  in  hitting  an  obstacle,  the
                                  driver not restrained by a seat belt is thrown upward and drops 3.0 in. in free fall onto
                                  an  unpadded  stationary seat.  Determine  the  g  acceleration  transmitted  by  his  spinal
                                  cord.
                              Solution:  The  result  for this problem  is  simply obtained  from  Eq.  (d) of Example 4.3-2  as

                                                                  f T x   X  3
                                                          +  1  =  -  ■  +  1  =  -4.26
                                                                 V  0.3 '.35










                       4.4  PULSE EXCITATION AND RISE TIME

                              In this section, we consider the time response of the undamped spring-mass system
                              to  three  different  excitations  shov/n  in  Fig.  4.4-1.  For  each  of these  force  excita­
                              tions,  the  time  response  must be considered  in  two parts,  t  <   and  t  >

                                  Rise  time.  The  input  can  be  considered  to  be  the  sum  of  two  ramp
                              functions,  as  shown  in  Fig.  4.4-2.  For  the  first  ramp  function,  the  terms  of  the
                              ^See  Ref.  [5].
   108   109   110   111   112   113   114   115   116   117   118