DonkeyPhysics
New member
- Jul 16, 2009
- 41
I've got an issue I'm working now where I'm obligated to guarantee that the raw material (6061-T651) used to produce a chassis I've designed shall be supplied on an S-basis (as opposed to A or B).
In order to reliably guarantee the some faces on the part won't move due to internal stresses during machining (we have tight profile tolerance requirements), the machining vendor has the raw material "cold stabilized" prior to beginning the machining work.
The trouble is, even though no cold-working is done on the material during that cold stabilization (it's simply a temperature cycling process to relieve internal stresses, and does not affect the temper), and even though the metal still meets all of it's min yield strength requirements (based on pull tests) after the cold stabilization... there's a question as to whether or not this process invalidates the S-basis of the material.
The reason that's a problem is that I'm having a hard time validating any sort of standard that would tell me what WOULD invalidate that S-basis certification. Presumably taking the block of metal outside on a -30C or +30C day would not invalidate the spec. So... how do I found out what WOULD invalidate it?
I'm currently waiting on a response from the company that does the cold stabilizing to describe their process to me in detail, so I can address the specifics of that in a little bit, but I wanted to post my general question now to see if anybody has any insight or experience with this.
This is an aerospace part, and is considered structural, which is why I need to validate everything to some sort of national standard.
Thanks!
-Alex-
In order to reliably guarantee the some faces on the part won't move due to internal stresses during machining (we have tight profile tolerance requirements), the machining vendor has the raw material "cold stabilized" prior to beginning the machining work.
The trouble is, even though no cold-working is done on the material during that cold stabilization (it's simply a temperature cycling process to relieve internal stresses, and does not affect the temper), and even though the metal still meets all of it's min yield strength requirements (based on pull tests) after the cold stabilization... there's a question as to whether or not this process invalidates the S-basis of the material.
The reason that's a problem is that I'm having a hard time validating any sort of standard that would tell me what WOULD invalidate that S-basis certification. Presumably taking the block of metal outside on a -30C or +30C day would not invalidate the spec. So... how do I found out what WOULD invalidate it?
I'm currently waiting on a response from the company that does the cold stabilizing to describe their process to me in detail, so I can address the specifics of that in a little bit, but I wanted to post my general question now to see if anybody has any insight or experience with this.
This is an aerospace part, and is considered structural, which is why I need to validate everything to some sort of national standard.
Thanks!
-Alex-