Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe
Moderators: silvia , selimgunay , Moderators
from tongji
Posts: 94 Joined: Fri May 11, 2007 9:53 pm
Location: tongji university
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by from tongji » Mon Jun 04, 2007 6:23 pm
i have to simulate a ptrstressed steel frame, how to deal with the curved bar?
jaugalde
Posts: 17 Joined: Sun Jan 21, 2007 12:04 am
Location: Fugro
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by jaugalde » Tue Jun 05, 2007 2:55 pm
I would think the easiest way is to discretize it into small linear bars (not sure how many you would need to get an accurate aproximation), but I've never done anything like that.
from tongji
Posts: 94 Joined: Fri May 11, 2007 9:53 pm
Location: tongji university
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by from tongji » Mon Jun 11, 2007 5:39 pm
i think that is not a accurate method,i want to know if Opensees can simulate the curved tendons,just like the softwares ANSYS and ABAQUS
silvia
Posts: 3909 Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:
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by silvia » Mon Jun 11, 2007 8:32 pm
not automatically, nope.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
from tongji
Posts: 94 Joined: Fri May 11, 2007 9:53 pm
Location: tongji university
Post
by from tongji » Tue Jun 12, 2007 10:46 pm
PhD.silvia,i want to establish a element(cable) between the ends of the beam to simulate the tendons,do you think the method is feasible?
silvia
Posts: 3909 Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:
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by silvia » Wed Jun 13, 2007 4:01 am
i don't know how, i have never done it.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104