Labtecpower wrote:You'll be fine with the flanges man, you've got 1" thick 6061 to keep the 28 bars of pressure inside

For the tie rods i'd simply go with large washers, a steel plate over the whole flange would be overkill. I expect the chamber to fail way before your endcaps do. (I'm not telling you to worry about your chamber wall thickness now

)
Thank you for you feedback. I know I am supposed to be responsible for my own design, but I have to admit it's reassuring to see that you feel the design is plenty strong. Regarding the 1" thick 6061, I'm afraid I might have bought cellular core 6061 by accident and there's no way to really tell .
I am actually comfortable with the chamber pipe because i managed to find some burst pressure formulas, since those are easy enough to come by, and the safety factor is around 13, which is actually right around where Solidworks said it would be. Trying to manually calculate the stress on the end caps around the hole areas is much harder for me.
I took a cross section about 1" wide across the cap, as if cutting the hole area clean off and I took the surface area of that cut section. I chose that size section because it simply looks like most of the bolt stress would be in that region. I then divided the maximum conceivable force from one bolt and divided it by the surface area of that cross section and only got 4000psi of stress. The yield of the material is 47,000psi, which suggests a shear factor of safety of 11.75. I read that objects are about half as strong in shear as they are in tension, so even dividing by two gives nearly 6.
That's not taking into account a lot of things and I'm sure I did that completely wrong, but without formal education in the area of mechanical engineering and without any other reason to know this stuff (apart from making a potato gun every 10 years, lol) I just don't know how to put the formulas together. I am confident I could do the math however if I only knew how to direct my efforts.
So, it's not necessarily that I think the cannon will explode in my face. It's mostly an issue I have with not being able to thoroughly explain
why I think it won't. I should be able to explain all of it to a reasonable extent. Right now all I can say about the end caps is "Solidworks said it should be OK and my last cannon didn't explode, so...hand me that propane please?"
EDIT: I was just told all parts should be ready today. My heart is pounding with excitement! Can't wait to build this thing. I'm looking forward to the photo shoot even more than the actual shooting.