What is the Proof Stress of Heat-Treated Tool Steel?

AI Thread Summary
The discussion focuses on determining the proof stress of heat-treated tool steel, specifically the .2% proof stress. Participants clarify that proof stress is derived from a load-extension curve, where stress is calculated from load and cross-sectional area, and strain from extension. The challenge arises when participants cannot identify the stress/strain curve needed to find the proof stress. It is noted that if there is no curve indicating an increase in load with extension, the ultimate tensile strength (UTS) may be used instead. Overall, the conversation emphasizes the importance of understanding the relationship between load, stress, and strain in this context.
aussiebeef
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Hi people
need help on finding the proof stress of tool steel after heat treatment can't seem to get it
thanks
 

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Please guys struggling on were the .2% proof stress goes
 
Is this homework?

One has a load-extension or rather a load-displacement curve, and one needs to plot a stress (a function of load/force and cross-sectional area) and strain (related to the extension/displacement).

What does one know about the definition of proof stress?
 
Proof stress is .2% of the original cross sectional area, then measure line out of the 0.2% strain parallel to the stress/strain line until it hits the stress/strain curve. I think that's what it means but I can't see a curve on the stress/strain line I don't what really to do.

Yeah its homework lol
 
aussiebeef said:
Proof stress is .2% of the original cross sectional area, then measure line out of the 0.2% strain parallel to the stress/strain line until it hits the stress/strain curve. I think that's what it means but I can't see a curve on the stress/strain line I don't what really to do.

Yeah its homework lol
One has to transform the load to stress, and the extension to strain.

What is the significance of the specimen showing extension without load increase?
 
i figure it out there is no proof stress due to no curve to you just use the UTS thanks for the help
 
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