Smart questions
Smart answers
Smart people
INTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS

Member Login

Come Join Us!

Are you an
Engineering professional?
Join Eng-Tips now!
  • 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!

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

LINK TO THIS FORUM!

Add Stickiness To Your Site By Linking To This Professionally Managed Technical Forum.
Just copy and paste the
code below into your site.

Partner With Us!

"Best Of Breed" Forums Add Stickiness To Your Site
Partner Button
(Download This Button Today!)

Feedback

"...it was ingeniously designed and all those clicks were for my own good... and that was even before I got my speedy and useful answer to my tekkie question that I eventually posted..."

Geography

Where in the world do Eng-Tips members come from?
KKerr23 (Mechanical)
14 Jun 12 10:25
I have a design that requires steel bars that need to be as straight as possible and keep its shape over time. These bears are fairly long (about 50" and trying to reduce as much as I can with the length) and I am currently increasing the thickness to help the stiffness out. Since I have little knowledge in all the various types of steel, I was wondering if anyone knows any of type of steel to fit this job
TVP (Materials)
14 Jun 12 15:32
The elastic modulus is essentially the same for all of the various structural steels. Austenitic stainless steel (3xx series) is slightly lower. Search the archives here if you would like a more detailed explanation.
SnTMan (Mechanical)
14 Jun 12 16:14
Given that, maybe the best is the cheapest, you can use more of it:)
IRstuff (Aerospace)
15 Jun 12 14:11
What is your performance specification?

TTFN
FAQ731-376: Eng-Tips.com Forum Policies

KKerr23 (Mechanical)
15 Jun 12 14:15
Basically the design is supposed to clamp a material that is being rolled for packaging. Once a roll is cut off a new roll will able to be stapled easier to the core since the clamp will hold each strand together.

We have a previous prototype that somehow was bent or warped during use and this new one needs to be straight to get a good enough grip on the material
dgallup (Automotive)
15 Jun 12 17:09
Sounds like you need higher strength, that can be achieved with a harder steel.

----------------------------------------

The Help for this program was created in Windows Help format, which depends on a feature that isn't included in this version of Windows.

Helpful Member!  brimstoner (Materials)
18 Jun 12 14:51
Stiffness is essentially the same for all structural steels. In other words, elastic deformation (deflection) will be equal.

What I think you may be asking for is higher yield strength, so that more stress can be sustained before permanent deformation happens. A wide range of strengths are available, and it is mainly just a cost issue.

The best way to achieve component stiffness for a given weight of bar is through design, or cross sectional shape. That is why H-beams and wide-flange beams are used to give maximum stiffness against vertical deflection.
Tmoose (Mechanical)
19 Jun 12 7:51
Is this bar cantilevered? I know you said the bar bent, but depending how and what bent, the mounting can be responsible for unexpected flexibility.
KKerr23 (Mechanical)
19 Jun 12 8:31
The bar is not cantilevered. From what it looks like the bar bowed from being positioned at awkward angles under repeated use. But then again I was told our maintenance shop made it up with a basic drawing so that may explain some of it.

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!

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