×
INTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS

Log In

Come Join Us!

Are you an
Engineering professional?
Join Eng-Tips Forums!
  • Talk With Other Members
  • Be Notified Of Responses
    To Your Posts
  • Keyword Search
  • One-Click Access To Your
    Favorite Forums
  • Automated Signatures
    On Your Posts
  • Best Of All, It's Free!

*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail.

Posting Guidelines

Promoting, selling, recruiting, coursework and thesis posting is forbidden.

Students Click Here

13-8PH - Strength in Cond. A

13-8PH - Strength in Cond. A

13-8PH - Strength in Cond. A

(OP)
We have a part manufactured from 13-8PH, which has been bonded into an assembly. Unfortunately it has since been discovered the part has missed the heat treatment step to age it.
I appreciate all the literature states the material should not be used in the solution treated condition, but could anyone tell me the strength that I can expect from the material in this state.
And what is the primary reason for the advice of avoiding the use of the material in cond. A.

Thank you in advanced for your assistance.
Replies continue below

Recommended for you

RE: 13-8PH - Strength in Cond. A

Do you have any of the original mill MTR's from the buys that made the product?  These should have both the annealed and the aged mechanical properties on them.  You should be able to go back up your supply chain and get this info.

The reason not to use "A" material is that the mechanicals are highly variable and the ductility tends to be low (at least in relation to the strength).

= = = = = = = = = = = = = = = = = = = =
Rust never sleeps
Neither should your protection
http://www.trent-tube.com/contact/Tech_Assist.cfm

RE: 13-8PH - Strength in Cond. A

(OP)
Thank you for the reply. We buy the material through a stockholder and the cert they supply only contains the heat treated information.

I will go back to them and get them to pull their records.


Thanks

RE: 13-8PH - Strength in Cond. A

I would expect condition A to have the same tensile strength as in the overaged condition (H1150) but with lower elongation values (equivilent to the H900-950 condition).  AMS 5864 limits hardness to HRC 38 in condition A but I would expect tensile strength to vary from 135-100 ksi.  Condition A is not used becuase of widely varying properties and some reports of enhanced sensitivity to stress corrosion cracking.

Red Flag This Post

Please let us know here why this post is inappropriate. Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework.

Red Flag Submitted

Thank you for helping keep Eng-Tips Forums free from inappropriate posts.
The Eng-Tips staff will check this out and take appropriate action.

Reply To This Thread

Posting in the Eng-Tips forums is a member-only feature.

Click Here to join Eng-Tips and talk with other members! Already a Member? Login



News


Close Box

Join Eng-Tips® Today!

Join your peers on the Internet's largest technical engineering professional community.
It's easy to join and it's free.

Here's Why Members Love Eng-Tips Forums:

Register now while it's still free!

Already a member? Close this window and log in.

Join Us             Close