OK, I decided to sign-up to respond to this thread on Sunday, but for some reason, my registration didn’t go through correctly and I couldn’t post until now.
I’ve been lurking for years (I first started reading the dope when 15 k of g in a f p d was going). Interesting board, to say the least.
Anyway, while I don’t have direct information on T45 or T50 steel, I do know steel and I also am very familiar with steel standards.
I suspect the “50” or “45” in the grade refers to the strength; being a British Standard, I’d guess it would be Tonnes per square inch. Per nametag’s post, it would seem that’s correct; that is, 620 N/mm^2 = 620 MPa = 89923 PSI = 44.96 Tonnes/in^2. Close enough for metric conversions.
So, if T45 has a yield strength (Proof Stress) of 45 Tones/in^2, then T50 would be expected to have a yield strength of 50 Tonnes/in^2 or 100,000 PSI. Nametag’s post says the processing is “hardened and tempered”, so the increase in strength would probably result from a slightly higher carbon content, say instead of 0.17-0.25 it could be 0.24-0.30, but that is just speculation. Generally, carbon contents below 0.30 are considered hardenable by water quenching without cracking. That is just a rule of thumb, but it does indicate there could well be some overlap in the chemical compositions of the grades.
I’d guess that T50 is no longer available because AISI 4130 (about 0.30 C with Chromium and Molybdenum alloying, instead of just Manganese) tubing can be processed to meet the same strength levels , but can be easily welded without losing significant strength and has higher toughness. 4130 wasn’t used much in WWII, particularly in England, because Chrome and Moly were in short supply (strategic materials).
It could be possible to re-classify the T45 as T50 if tests indicated that the strength levels met the T50 requirements. It is not unusual for material to test out 10% greater than the minimum requirements. Personally, I feel there are problems trying to do this, since if it is hard to tell if the test you are taking is the lowest or the highest of the lot, but with enough samples, I guess it would work. At worst, you might be 10% below the design strength. If that would be OK, then it really wouldn’t matter.
The numbers refer to the yield strength of the material, or 0.2% proof stress. That is the stress required to produce a permanent strain of 0.2%.
A suitable alternative would have be 4130 tubing heat treated to 100,000 PSI minimum yield. That is what I would have chosen over trying to re-classify material that was produced to a lower strength level.
As far as Stranger’s comment that the steel industry is all but dead in the US (except for specialty steels), well, that isn’t true, unless you want to classify nearly every type of steel produced as being a specialty grade (you could make that claim, since all steel produced is made to specifically special requirements). Nearly all the steel in a Chevy, Dodge, Ford, Honda, or Toyota that is built in the US is made in a domestic steel mill. Yes, some is imported, but the vast majority is made in the USA. Do a little googling on Steel Dynamics, Inc, or Nucor Corp, if you want to learn about some of the newer names, or US Steel, Timken, or Bethlehem Steel if you like the older, more well-established companies. I don’t think any of these are about to shut down anytime soon.
Excavating (for a mind)