QUOTE(Curbandgutter @ Jun 22 2016, 10:44 AM)
Now that's what I'm talking about!
Love this kind of input. Now to answer some of your questions. The lower A arms were not loaded, what you are seeing is the 3 points where the suspension cradle is bolted to the chassis. The 900 lb vertical load represents a 5g load on the wheel. The next step will be to simultaneously load a 900 lb load in a downward fashion on the opposing suspension cradle support points to create a couple, or rather twisting of the frame as you mentioned. I will be running the same scenario at the rear and then run another scenario to simulate bending forces in the frame. I will go ahead and model the floor and both firewalls with plate elements and see what happens. Might as well model the "longs" as well. this will give a better representation of the behavior.
I'm modeling with beam elements with fixed joints in all directions being that the joints will be notched and welded.
I would love to get my hands on that SAE paper. I'm sure that I will learn a couple of things.
I get worried that people will take offense to comments like those sometimes.
Gotcha, I just looked at your pictures again; didn't realize the 996 stuff was all on a subframe. Now it all makes sense.
Looking at that model again it might get stiffer if you switch from the bent front windshield frame halo-style bar rearward facing bars like found in a non-halo cage. Then you'd spread the longitudinal bars (N44 and N43 maybe) out towards the edges moving them further from your head and building a better node at the windshield corners. I just get scared seeing cross-bracing put hoops in bending. It might also be worth switching around some of the triangulation (ie: in front of and behind the door) to meeting at the same places to form some "super nodes." I noticed on the full tube chassis that this seemed to help stiffness without any weight penalty. The x-bracing on top and bottom of the rear might make maintenance very difficult. I did this over a chain drive differential in the name of stiffness and really hated myself for it after the fact. You could probably get most of the stiffness with a bolted shear panel. Hopefully that makes some sense; I can draw it tomorrow really quickly too.
The 5g load is pretty conservative; I've always designed around 3g bump, 2g lateral, and 2g longitudinal loading (though not all at the same time since tire friction circles limit the combined grip) and haven't had many problems. Your analysis plan sounds good to me! Unfortunately I'm at a conference right now and having trouble remoting into my regular computer to look but I'll check for the paper as soon as I get home.
Totally unrelated to the design stuff, but when you notch everything be sure to drill small holes in all of the receiving tubes at the joints. Being able to back purge while welding makes the whole process much better. You have less problems with oils, etc. running out and end up with much higher quality welds.