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The alloys used by insert companies are proprietary. That is part of their secret sauce for getting money out of you.
Anything rigid will work. Cast iron. Carbide. Hardened tool steel. A steel alloy that flexes will be more like to vibrate and chatter. If it were me, I would try an ordinary tool steel like A6 and temper to purple, which is a compromise between rigidity and toughness. Insert companies don't use tempered steel because that would be expensive and cut into their profits.
Not to be a jerk (but I am), but this has been gone over many times. All steels have essentially the same stiffness. Hardness, which does not factor significantly in stiffness, can vary with alloy and heat treatment. With more hardness typically more deflection of a given section of steel can be withstood before permanent (plastic) deformation takes place.
Flexing itself is a matter of geometry over material. You can change stiffness characteristics vastly more with design than changing out steel alloys.
Tempering is typically a function of drawing down the steel hardness after HT and furthering a desired metallurgical structure, it's part of the cost of heat treating and isn't expensive in and of itself.
4140 PH is around RC 28-32 (some variation exists), it's fine for your needs. The big advantage is you can machine it and go, no need to worry about HT or additional cutting or grinding afterwards.
Hmm, I never knew. Damn, to think of all that time I wasted hardening boring bars and mandrels. This knowledge is going to save me a lot of time.
Not to be a jerk (but I am), but this has been gone over many times. All steels have essentially the same stiffness. Hardness, which does not factor significantly in stiffness, can vary with alloy and heat treatment. With more hardness typically more deflection of a given section of steel can be withstood before permanent (plastic) deformation takes place.
Flexing itself is a matter of geometry over material. You can change stiffness characteristics vastly more with design than changing out steel alloys.
Tempering is typically a function of drawing down the steel hardness after HT and furthering a desired metallurgical structure, it's part of the cost of heat treating and isn't expensive in and of itself.
4140 PH is around RC 28-32 (some variation exists), it's fine for your needs. The big advantage is you can machine it and go, no need to worry about HT or additional cutting or grinding afterwards.
^Correct, this is measured in Young's modulus of elasticity
Most decent lathe holders are 4140 hardened to mid 40s to low 50s.
Not to be a jerk (but I am), but this has been gone over many times. All steels have essentially the same stiffness. Hardness, which does not factor significantly in stiffness, can vary with alloy and heat treatment. With more hardness typically more deflection of a given section of steel can be withstood before permanent (plastic) deformation takes place.
Flexing itself is a matter of geometry over material. You can change stiffness characteristics vastly more with design than changing out steel alloys.
Tempering is typically a function of drawing down the steel hardness after HT and furthering a desired metallurgical structure, it's part of the cost of heat treating and isn't expensive in and of itself.
4140 PH is around RC 28-32 (some variation exists), it's fine for your needs. The big advantage is you can machine it and go, no need to worry about HT or additional cutting or grinding afterwards.
I'm not sure all of this is correct. I'm no metallurgist here, but all steels don't have the same stiffness. Correct that hardness doesn't change the shape of the slope in the graph for the modulus of elasticity, it just raises the amount of strain the material can take before the deformation happens. So if you want something more rigid, you have to choose a more rigid material. Though you're also right in that geometry can also change that. Kind of like how lifting bars are better hollow. Solid is easier to bend.
I'm not sure all of this is correct. I'm no metallurgist here, but all steels don't have the same stiffness. Correct that hardness doesn't change the shape of the slope in the graph for the modulus of elasticity, it just raises the amount of strain the material can take before the deformation happens. So if you want something more rigid, you have to choose a more rigid material. Though you're also right in that geometry can also change that. Kind of like how lifting bars are better hollow. Solid is easier to bend.
Thanks for the responses. I uh ... have kind of already read up on the subject.
Thanks for the responses. I uh ... have kind of already read up on the subject.
Also, as for the non-meaningful 4% difference. That's only what's listed on that chart. And it's a difference of 4 units. 4GPa is not the same as 4%.
But, whatever.
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