I don't know what that is my friend.
Timbrens:
Double Convolution Springs - Timbren Aeon Hollow Rubber Springs
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I don't know what that is my friend.
You should heat treat the 4130 tube to a Rockwell of 38-42... however I have no idea about what to do with solid stock. I don't know if 1.5" solid round will through harden correctly or whether it will just case harden. Axle shafts are in that ballpark and they're case hardened. Maybe the yield strengths you're quoting are already for heat treated material, but you didn't specify. The reason I bring this up is that I thought the "T6" in 7075 T6 designates a heat treat spec. Are you guys comparing apples to oranges?
Also, shouldn't we be looking at a shear strength or elastic modulus rather than tensile strength? People bend links. They don't pop the ends off.
Aluminum links are popular because aluminum possesses a larger spring back. Ultimate strength isn't really a concern when taking about the lower links. The required strength is not that much when talking the forces delivered from the vehicle, in that, the links aren't going to buckle from pure compression. But, they will from hitting them on rocks. Aluminum has some give which absorbs energy and keeps the link from kinking.
Do you get your 4130 heat treated? Do you buy heat treated material and then cut/weld on it?
My understanding is that it's characteristics for links are better when it's hardened to a Rockwell C scale of 38-42. That's my plan for my 2" .250 wall 4130 tube links.
However, I have no idea what happens when you harden solid stock. I could believe that it actually sets up internal stress if the outer layers quench and the inner section does not.
Do you get your 4130 heat treated? Do you buy heat treated material and then cut/weld on it?
My understanding is that it's characteristics for links are better when it's hardened to a Rockwell C scale of 38-42. That's my plan for my 2" .250 wall 4130 tube links.
However, I have no idea what happens when you harden solid stock. I could believe that it actually sets up internal stress if the outer layers quench and the inner section does not.