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

                                                                          2 2
                                                                      2 2
                                                                                    2
                                                                                         2
               last coefficient a 2 may become negative which corre-  m k V l þ mCðq þ k ÞVl
               sponds to divergent instability (spin-out without oscil-             h
               lations). As already indicated, this will indeed occur  þ C 1 C 2 l 2  1 þ  gl  V 2  ¼ 0   (11.1.67)
               when for an oversteered vehicle the critical speed
               (11.1.57) is exceeded. The condition for stability reads:  For a single mass-damper-spring system shown in
                                     !                            Fig. 11.1-13 with r the mass displacement, d the
                                   V 2             d              forced displacement of the support, M the mass, D the
                 a 2 ¼ C 1 C 2 l 2  1 þ h  ¼ C 1 C 2 l 2  > 0
                                   gl             l=R  ss         sum of the two damping coefficients D 1 and D 2 and K
                                                                  the sum of the two spring stiffnesses K 1 and K 2 a dif-
                                                      (11.1.65)   ferential equation similar in structure to Eq.(11.1.50)
                                                                  arises:
               with the subscript ss referring to steady-state conditions,
               or
                                                                                      _
                                                                    M€ r þ D_ r þ Kr ¼ D 1 d þ K 1 d      (11.1.68)
                           s ffiffiffiffiffiffiffi
                              gl                                  and the corresponding characteristic equation:
                 V< V crit ¼        ðh < 0Þ           (11.1.66)
                              h
                                                                       2
                                                                    Ml þDl þ K ¼ 0                        (11.1.69)
                 The next section will further analyse the dynamic
               nature of the stable and unstable motions.           When an oversteered car exceeds its critical speed,
                 It is of importance to note that when the condi-  the last term of (11.1.67) becomes negative which
               tion of an automobile subjected to driving or braking  apparently corresponds with a negative stiffness K.An
               forces is considered, the cornering stiffnesses front  inverted pendulum is an example of a second-order
               and rear will change due to the associated fore and  system with negative last coefficient showing monoto-
               aft axle load transfer and the resulting state of  nous (diverging) instability.
               combined slip. In expression (11.1.60) for the un-   The roots l of Eq.(11.1.67) may have loci in the
               dersteer coefficient h the quantities F zi represent  complex plane as shown in Fig. 11.1-12. For positive
               the  static  vertical  axle  loads  obtained  through  values of the cornering stiffnesses only the last
               Eqs.(11.1.59) and are to remain unchanged! In Sub-  coefficient of the characteristic equation can become
               section 11.1.3.4 the effect of longitudinal forces on ve-  negative which is responsible for the limited types of
               hicle stability will be further analysed.          eigenvalues that can occur. As we will see in Subsection
                                                                  11.1.3.3, possible negative slopes beyond the peak of the
               Free linear motions                                non-linear axle characteristics may give rise to other
               To study the nature of the free motion after a small  types of unstable motions connected with two positive
               disturbance in terms of natural frequency and damping,  real roots or two conjugated complex roots with a posi-
               the eigenvalues, that is the roots of the characteristic  tive real part. For the linear vehicle model we may have
               equation of the linear second-order system, are to be  two real roots in the oversteer case and a pair of complex
               assessed. The characteristic equation of the system de-  roots in the understeer case, except at low speeds where
               scribed by the Eqs.(11.1.49) or (11.1.50) reads after  the understeered vehicle can show a pair of real negative
               using the relation (11.1.54) between s and h:      roots.






















               Fig. 11.1-12 Possible eigenvalues for the over and understeered car at lower and higher speeds.


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