×
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

Center of Pressure for a pressure distribution on a curved Surface

Center of Pressure for a pressure distribution on a curved Surface

Center of Pressure for a pressure distribution on a curved Surface

(OP)
hey everyone, i have a structure that is having a complex curvature, the curvature has some varying pressure distribution and i want to find the center of pressure for this pressure distribution. how do i do that on FEMAP. FEMAP gives me loads and moment along a requested CSYS but it doesnt give Cp for the applied load. Any suggestions , ideas? Thank you in advance
Replies continue below

Recommended for you

RE: Center of Pressure for a pressure distribution on a curved Surface

maybe FeMap has some report on the applied load (so maybe you can get the resultant directly from FeMap). but to get it from NASTRAN ...

run the shell model. to do so, you'll need 6 constraints to remove rigid body motion.

Otherwise, the NASTRAN F06 file includes a summation of the applied load, "OLOAD" I think.

"Hoffen wir mal, dass alles gut geht !"
General Paulus, Nov 1942, outside Stalingrad after the launch of Operation Uranus.

RE: Center of Pressure for a pressure distribution on a curved Surface

(OP)
but will that OLOAD or resultant from FEMAP give the summation co-ordinates ?

RE: Center of Pressure for a pressure distribution on a curved Surface

my memory is bad, but isn't the OLOAD output relative the origin of the basic coordinate system?

RE: Center of Pressure for a pressure distribution on a curved Surface

yes, OLOAD is the resultant about the origin, so you know the magnitude of the resultant and it's line of action.

but in FeMap, under Tools/Check there is "sum forces" which might do the same thing directly ?

or run in FeMap with one point constrained in 6 dof ... this'll give you the resultant about this point. if you're lucky (or clever) and the point is on the line of action, then the three moments will be zero.

"Hoffen wir mal, dass alles gut geht !"
General Paulus, Nov 1942, outside Stalingrad after the launch of Operation Uranus.

RE: Center of Pressure for a pressure distribution on a curved Surface

if the model is a single surface, and assuming the pressure is uniform, isn't the center of the pressure at the center point of the surface? which can be found using the section properties of the surface?

RE: Center of Pressure for a pressure distribution on a curved Surface

nonuniform pressure ? CP can be anywhere.

"Hoffen wir mal, dass alles gut geht !"
General Paulus, Nov 1942, outside Stalingrad after the launch of Operation Uranus.

RE: Center of Pressure for a pressure distribution on a curved Surface

True. I misread the part about the varying pressure distribution.

RE: Center of Pressure for a pressure distribution on a curved Surface

Did run the Nastran analysis with Force Balance request? Perhaps you could create an Interface Load - Freebody using the elements on your surface.

RE: Center of Pressure for a pressure distribution on a curved Surface

tools > check > sum forces will give you the total load, incl moments, around any chosen point. You should be able to calculate the COG from that.

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