Page 540 - Automotive Engineering Powertrain Chassis System and Vehicle Body
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Standard sedan (saloon) – baseline load paths    C HAPTER 16.2

                                                              16.2.3.3.2 Dash
                         P FT
                                                              Torque T is applied to the engine bulkhead by the re-
                                                              actions R FT from the fender webs acting at a separation
                                                              S F giving a couple P FT S F ¼ T as shown in Fig. 16.2-10.
                  P FT
                                                                The reactions P FT to the fender upper flange forces are
                                                              carried by the parcel shelf which must be stiff in the
                                     R FT
                        R FT
                                                              appropriate direction. The reactions to the engine rail
                                  T
                                                              forces P FT pass to the floor as in-plane forces in the di-
           h 1 R FT
                                                              rections shown in Fig. 16.2-12.
                                        R FT
                                                                The rear fender forces are reacted in an identical way.
                   P FT          S F
                                                              Owing to the directions of the suspension forces in the
                         P FT
                                                              torsion case, forces P RT apply a couple to the parcel
                    L 1
                                                              shelves of P RT S R . This is also the case for the floor.
           Fig. 16.2-9 Frontal structure.                     16.2.3.3.3 Parcel shelf/upper dash
             Forces P FT are reacted by equal forces, fed into the  The parcel shelf acts as a beam, carrying the couple P FT S F
           top and bottom flanges as shear flows (see later). These  out to the sideframe at the mid A-pillars.
           will in turn be reacted by axial forces P FT in the flanges, as  The end forces Q X1 form a couple to balance this
           shown, where the flanges meet the passenger compartment.  couple, thus:
             The upper flange is of thin sheet material, so that the  Q X1 B ¼ P FT S F  giving  Q X1 ¼ P FT S F =B
           reaction P FT will be concentrated at the junction between                                 (16.2.19)
           the web and the flange so that the latter can be treated as  The shear forces in the parcel shelf (acting in a hori-
           a ‘boom’. The lower flange is usually the ‘engine   zontal plane) and the bending moments (acting about
           mounting rail’ consisting of a substantial box member.  a vertical axis) are as shown in Fig. 16.2-11. By similar
           This may also be treated as a boom here.           reasoning the rear parcel shelf reaction forces Q X2 are:
             The left-hand fender will behave similarly, but with
           the forces in opposite directions.                   Q X2 ¼ P RT S R =B
             In the standard sedan, the rear inner fenders will
           behave in an identical way to the front ones, with the
           forces in the appropriate directions (see Fig. 16.2-12).  16.2.3.4 Passenger compartment
           The vertical shear force on the rear fender is R RT and the
           reaction forces in the top and bottom flanges P RT are:
                                                              A general view of the SSS edge forces in the passenger
                                                              compartment is given in Fig. 16.2-12.
             P RT ¼ R RT L 2 =h 2 ¼ TL 2 =ðS R h 2 Þ

           where L 2 ¼ loaded length and h 2 ¼ height of rear inner
           fender.
                                                                 Q x1





                                                                        P FT




                P FT
                                                              P
                             P FT                              FT
                       T
                R FT
                             R FT
              P FT                                                 Q x1            Shear force
                                                                                    diagram       Bending moment
                          P FT                                                                       diagram
           Fig. 16.2-10 Forces on dash panel.                 Fig. 16.2-11 Parcel shelf.


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