Hey everyone! Sorry if this is a stupid question, but a thought came to me.
What would be the benefit of differential hardening vs folding a piece of non-tempered steel over a harder edge or core? it seems like the flexibility would still be intact with the latter method, and a bit more uniform as well. Would this cause a structural flaw of some sort? I feel like I must be missing something here. Thanks!
What would be the benefit of differential hardening vs folding a piece of non-tempered steel over a harder edge or core? it seems like the flexibility would still be intact with the latter method, and a bit more uniform as well. Would this cause a structural flaw of some sort? I feel like I must be missing something here. Thanks!