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More information about what the bolt is supposed to do, the size, and what loading/flexing it'll see would help, but this has been recommenced before on PM:I have a couple of custom bolts to make. What's your favorite steel to use to approximate a grade 8 bolt and heat treatment? (150,000 psi tensile strength)
Not a super critical application....anything grade 5 and above would probably be adequate.
It's the opposite of an Outstron, of course..."a lot of machinists absolutely refuse to believe this"
A lot of machinists don't know what an Instron is.
A lot of machinists don't need to know what that is.A lot of machinists don't know what an Instron is.
thank you for that info. 10-20% less tensile strength and abrupt failure is significant. (it's not just fatigue resistance.)I make custom rolled thread fasteners and have made several videos on testing them and the lubricants for them.
Cut threads in tension have between 10 and 20 percent less tensile strength and when tested to failure fail more abruptly, less elongation. I have videos on Youtube about this.
Cut threads in shear are to be avoided.
Ed.
I most certainly agree that rolled threads are stronger than cut but if the 20% at most a cut thread bolt is weaker than a rolled thread and it fails, you were not using the correct size hardware in the first place. Many race car builder are so obsessed with weight that they often times don't make the part or use hardware that is strong enough for the application.all kinds of wrong about this if you don't understand fastener and material engineering. one fact is, cut threads are vastly inferior to rolled threads.
a lot of machinists absolutely refuse to believe this. their beautiful H2 threads couldn't possibly be inferior to rolled threads.
well, they are. vastly.
particularly critical for single shear suspension parts. quite a few drivers have died when custom steering arms, front wheel mounts, pitman arms etc fatigued and snapped.
see Carroll Smith's Nuts, Bolts, Fasteners and Plumbing Handbook. a bit dated, but if you don't own this, you shouldn't even think about making a bolt.
please note the 20% reduction is in pure tension, fatigue resistance in a cut thread is much, much less.I most certainly agree that rolled threads are stronger than cut but if the 20% at most a cut thread bolt is weaker than a rolled thread and it fails, you were not using the correct size hardware in the first place. Many race car builder are so obsessed with weight that they often times don't make the part or use hardware that is strong enough for the application.
After 45 years of making bigger grade 8 bolts in to smaller grade 8 bolts, I have never had one fail.
It is common for people to swap steel bolts for titanium of the same size not realizing that titanium has about half the tensile strength of steel.
A friend of mine mine copied the front and rear axles of his dirt bike and made them out of titanium. The front one snapped on the first jump.
Fair enough, yes a torque-to-yield fastener application can also benefit from the grain refinement associated with rolling. But if a fastener is not being loaded to yield or severely cyclically loaded, cut threads are perfectly acceptable. For example many JIS/AN fittings use cut, rather than rolled threads, and they work just fine. More generally I disagree with the assertion that a successful fastener or fastened joint cannot be designed without consulting a fastener design textbook. That is certainly true in some applications, but the people seriously engineering for those applications aren't asking a machinist forum to help them select a material.thank you for that info. 10-20% less tensile strength and abrupt failure is significant. (it's not just fatigue resistance.)
puts a fastener in grade 5 territory even if made with the same spec material as a gr.8
haha! that book is far, far from a textbook. it's actually a good read, and he's a "character" a cranky opinionated guy... much like some here..." More generally I disagree with the assertion that a successful fastener or fastened joint cannot be designed without consulting a fastener design textbook.
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