amos wrote:
... Although I guess the torque supplied by the engine would be a function of the engine installed.
...
That's the load case I was talking about, especially as the conversion most likely results in substantial wheel & tyre upgrades too. We are talking about engines with 4x the torque of the original motor. Obviously braking loads and cornering loads are engine independent.
amos wrote:
... the towers which remain almost unaltered anyway (I'm talking a 4EFTE conversion here). The engine mount which is going to react engine torque is the rear lower one. The other two basically support the weight of the engine.
...
The towers in the stock frame do not have big bits of steel cantilevered off their thin sides so they are hardly un-altered with a 4efte conversion. In the stock frame the z sections the engine sits on form a continuous beam from front right to the rear with the towers and rear legs providing the torque reaction to the overhung front engine weight. The load path with the engine hung off the towers is not the same.
You can't say that one mount provides all torque reaction. You need two connections to provide a torque so the rear mount and the side mounts provide the torque reaction. If there is a vertical load on the rear mount there will be equal and opposite additional load placed on the side mounts.
One of the engineers I work with has a PhD in FEA and his assessment of the limitations in Ansys when it comes to complex, thin-walled sections is that extreme caution must be taken if buckling is to be assessed. Even modelling the complex curves, overlapping 2.5mm sheet with spot welds is not that easy. It may be easier in ProE but not so simple in Inventor.
All the above says it's possible to analyse but not simple. It also suggests that the best method is that used in 1958, do the simplified calcs, build it and test it to destruction, then fix the weak bits. Just pray that any failures are spotted before there is any catastrophic failure on the road.
M