Page 547 - Automotive Engineering Powertrain Chassis System and Vehicle Body
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CHAP TER 1 6. 2       Standard sedan (saloon) – baseline load paths

                 For example, sometimes the rear seat bulkhead is
               omitted to allow a ‘split rear seat’ feature (see Fig. 16.2-18).
               In this case there is no ability to react edge forces Q 1
               and Q 6 around the rear seat back, so that the shear forces
               Q 1 at the bottom of the rear window and on the rear of the
               floor must be zero. Hence (for force equilibrium) the edge
               forces Q 1 at the other ends of these surfaces become zero.                       Ring beam
               This will ‘propagate’ all the way round the compartment                           in opening
               so that all forces Q 1 (roof, windshield, front bulkhead,
               floor) must also be zero. The complementary forces on
               all of these structural surfaces will also become zero.
                 The only compartment edge forces remaining will be
               those which can be balanced by ‘external’ torques. Thus  Fig. 16.2-19 Ring frame to remedy faux sedan problem.
               in the front bulkhead the torque T is balanced by the
               couple Q 2 B from forces Q 2 at the A-pillar. The couple
               Q 7 B from edge forces Q 7 on the floor are balanced by the  This is possible, in some cases, by using a ring frame in
               couples P FT S F and P RT S R .                    place of the missing panel (Fig. 16.2-19). This restores
                 It is assumed here that a load path is available to  shear integrity to the surface in question, whilst main-
               transmit the reaction torque T (from the rear suspen-  taining a substantial opening. For such a ring frame, care
               sion) to the sideframe as edge forces Q R on the C-pillars  must be taken to ensure an effective path for local
               via the outer rear fender and/or via floor members. (The  bending moments all round the frame especially at the
               rear seat bulkhead is no longer available for this.)  corners. For example, in the rear seat bulkhead case,
                                                                  parcel shelf, side-wall beams and floor cross-member
                 The moments on the sideframe due to forces Q x1 Q x2
               Q 2 Q R and Q 7 (see Fig. 16.2-18) are all in the same di-  (which could be under the floor) must all have high
               rection. These moments can only be balanced by mo-  stiffness for bending about axes normal to the plane of
               ments from forces R NF and R NR . These cause reactions  the frame, and they must all be well connected for
               R NF , R NR normal to the plane of the floor. This causes the  bending at the corners (e.g. gusseted joints). C-pillars
               floor to twist out-of-plane. The SSS assumptions are not  and parcel shelves are often not stiff in the required
               satisfied in this case. Similar twisting of other surfaces  direction, and so require special design attention.
               (e.g. front bulkhead/parcel shelf) will occur.       If a larger opening is required (e.g. hatchback, station
                 In practice, such a ‘faux sedan’ structure is much more  wagon, opening rear screen with split seat) then a ring
               flexible (and less weight efficient) in torsion than a ‘closed  frame, running the full height of the sideframe (through
               box’ sedan. The sideframes tend to act as ‘levers’ to twist  the C-pillars, across the roof and across the floor), is
               the cowl/dash (engine bulkhead/parcel shelf) assembly.  a possibility. This works better if the ring frame is as
                 High local stresses and large strains are experienced by  planar as possible, and if the corner joints are good in
               the remaining loaded members (in the floor etc.) leading  bending. Even so, the result will not be as weight efficient
               to: (a) poor fatigue life and (b) damage to the paint  as a true shear panel.
               system with resulting early corrosion.               An alternative to the ring beam is a triangulated bay in
                 The same ‘faux sedan’ problem will be encountered if  the opening (see Fig. 16.2-13).
               any one (or more) of the compartment structural sur-  16.2.3.7.2.2 Provision of ‘closed torque box’ in
               faces are missing or of reduced structural integrity (e.g.
               roof, front bulkhead or floor missing, or poorly connected  part of structure
               to adjacent components). Similarly loss of integrity of  There are several areas in the integral car body that are
               sideframe ‘ring beam’ members: e.g. poor quality joints,  ‘box like’. Some of these are:
               ‘panoramic’ A-pillars, pillarless sedans (to some extent),  (a) The cowl/footwell assembly (the region enclosed by
               corroded rockers, etc. – especially if the weakening is at  the parcel shelf, the engine bulkhead, the lower
               the high bending moment corners of the ring frames.   A-pillars and the floor).
                                                                  (b) The engine compartment and/or the rear luggage
               16.2.3.7.2 Remedies for the faux sedan                compartment.
               16.2.3.7.2.1 Replacement of missing shear panel    (c) The region under the rear seat, where there is often
               with ring frame                                       a step in the floor.
               The ideal remedy for the faux sedan is to modify it so as  If any of these can be converted into a ‘closed box’
               to restore the ‘closed box’ type structure with its weight  structure by the addition of shear panels or ring frames,
               efficient shear panel load paths.                   and can be well connected to the sideframes, then this


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