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CHAP TER 1 1. 1       Tyre characteristics and vehicle handling and stability

               From the resulting set of linear differential equations the  bad for stability. Furthermore, it has been found that
               characteristic equation may be derived which is of the  a larger draw bar length g is favourable for stability.
               fourth degree. Its general structure is:             It turns out that a second type of instability may show
                                                                  up. This occurs when the portion of the weight of the
                   4
                               2
                         3
                 a 0 s þ a 1 s þ a 2 s þ a 3 s þ a ¼ 0  (11.1.117)  caravan supported by the coupling point becomes too
                                         4
                                                                  large. This extra weight is felt by the towing vehicle and
                 The stability of the system can be investigated by
               considering the real parts of the roots of this equation or  makes it more oversteer. The critical speed associated
                                                                  with this phenomenon is indicated in the diagram by the
               we might employ the criterium for stability according to  vertical lines. This divergent instability occurs when
               Routh–Hurwitz. According to this criterion the system of  (starting out from a stable condition) the last coefficient
               order n is stable when all the coefficients a i are positive  becomes negative, that is a n ¼ a 4 < 0.
               and the Hurwitz determinants H n 1 , H n 3 etc. are  The oscillatory instability connected with the ‘snaking’
               positive. For our fourth-order system the complete  phenomenon arises as soon as (from a stable condition)
               criterion for stability reads:                     the second highest Hurwitz determinant becomes nega-
                      2            3
                        a 1  a 0  0                               tive, H n 1 ¼ H 3 < 0 (then also H n < 0). When the
                      6            7                              critical speed is surpassed self-excited oscillations are
                 H 3 ¼ 4 a 3  a 2  a 1 5
                                                                  created which shows an amplitude that in the actual non-
                        0    a 4  a 3                             linear case does not appear to limit itself. This is in
                                          2
                                 2
                    ¼ a 1 a 2 a 3   a a   a 0 a > 0               contrast to the case of the wheel shimmy phenomenon.
                                   4
                                          3
                                 1
                 a i > 0  for i ¼ 0; 1; .; 4        (11.1.118)    The cause of the unlimited snaking oscillation is that with
                                                                  increasing amplitudes also the slip angle increases which
                 In Fig. 11.1-30, the boundaries of stability have been  lowers the average cornering stiffness as a consequence of
               presented in the caravan axle cornering stiffness vs speed  the degressively non-linear cornering force characteristic.
               parameter plane. The three curves belong to the three  From the diagram we found that this will make the sit-
               different sets of parameters for the position f of the  uation increasingly worse. As has been seen from full
               caravan’s centre of gravity and the caravan’s mass m c as  vehicle/caravan model simulations, the whole combina-
               indicated in the figure. An important result is that a lower  tion will finally overturn. Another effect of this reduction
               cornering stiffness promotes oscillatory instability: the  of the average cornering stiffness is that when the vehicle
               critical speed beyond which instability occurs decreases.  moves at a speed lower than the critical speed, the
               Furthermore, it appears from the diagram that moving  originally stable straight ahead motion may become un-
               the caravan’s centre of gravity forward ( f smaller)  stable if through the action of an external disturbance
               stabilises the system which is reflected by the larger  (side wind gust) the slip angle of the caravan axle be-
               critical speed. A heavier caravan (m c larger) appears to be  comes too large (surpassing of the associated unstable



                                                       f =  2.0      1.7      1.7  [ m ]
                                                      m = 1200     1600     1200   [ kg ]
                                                        c
                                     C
                                       3

                                   100000       stable                       divergent
                                                                             instability

                                   [ N/rad ]



                                    40000
                                                         oscillatory
                                                         instability
                                                                                        V
                                        0                                                 crit
                                          0       10      20      30      40      50    [ m/s ]

               Fig. 11.1-30 Stability boundaries for the car caravan combination in the caravan cornering stiffness vs critical speed diagram. Vehicle
               parameters according to Table 11.1-1, in addition:
                                            2
               h ¼ 2m, g ¼ 2m, k c ¼ 1.5 m (I c ¼ m c k c ), cf. Fig. 11.1-29.

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