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Standard sedan (saloon) – baseline load paths    C HAPTER 16.2

































           Fig. 16.2-33 Baseline model (floor, sideframe) – braking loads.

           Resolving forces horizontally                      required are quite numerous. In all of the cases consid-
                                                              ered care must be taken to ensure that there are suitable
              00
             P þ P 00 12    P 00 13  ¼ 0          (16.2.75)   SSSs to carry the applied loads from one component to
              7
                                                              another. It should be noted that in the torsion case it is
           Resolving forces vertically
                                                              easy to find that insufficient SSSs have been specified as
              00
             P   P 00 11    P 00 22  þ P 00 23    P 00 25  ¼ 0  (16.2.76)  in the ‘faux’ sedan. Likewise the need for additional SSSs
              6
                                                              to carry lateral loads should be noted.
           Moments about lower front corner                     In modelling a structure when it is found that it is not
                                                              reasonable to represent a component with an SSS and
                           00
                    00
              00
                                        00
             P h 1 þ P l 9   P ðl 9 þ l 10 Þþ P l             that the loads are not satisfactorily transferred through
                                        25 4
              7
                    22
                           23
                         00
                   00
               þ P l 5 þ P h 2 ¼ 0                (16.2.77)   the structure then a weakness in the structure is
                   11
                         12
                                                              revealed. This is one of the main advantages of the SSS
                                                              method – it is useful in revealing if the structure has
           16.2.6 Summary and discussion                      adequate load paths.
                                                                The load conditions on the main structural compo-
           The main load conditions that act on a typical passenger  nents have also been determined by the methods de-
           car structure have been considered. The important cases  scribed in this chapter. The bending moments, shear
           that are the most straightforward to model are the  forces, distributed edge loads and joint loads can be
           bending and torsion cases. Other cases such as the  evaluated using the equations developed. In cases such as
           cornering and the braking have also been modelled.  the A-pillar (windscreen side), the loading is sufficiently
           Further cases such as the acceleration or tractive force  detailed that stress calculations can follow directly from
           case and the one wheel bump/pot-hole can also be   this analysis.
           modelled although not detailed here. The acceleration  The detailed model of any particular vehicle will re-
           case is similar to the braking case except that the tractive  quire the judgement of the structural engineer. In an
           force is only applied to either the front or the back  earlier work it was shown that the modelling of a partic-
           wheels, not both, unless the vehicle is a four wheel drive  ular vehicle has rather different SSSs and this will in-
           vehicle. For the four wheel drive vehicle the proportion  dicate the care that is necessary in modelling a structure.
           of tractive force on front and rear wheels, like in the  Reversing that procedure the SSS model can be used in
           braking case, will not necessarily be equal.       developing the design of a structure. Having obtained
             Although only a ‘standard sedan’ has been considered  suitable load paths through SSSs the designer can then
           the analysis contained in this chapter has revealed that  detail subassemblies and components that have the re-
           when considering the various load cases the SSSs that are  quired structural properties.
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