Element recorder

Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe

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aliirmak
Posts: 44
Joined: Tue Sep 04, 2007 2:57 pm
Location: PU,West Lafayette, IN

Element recorder

Post by aliirmak »

Hi all Openseesers,

I want to record shear force(or stress) at an element. Let's say I want to get the data of the second integration point assuming that element has 5 integration points.

Thanks for the helps.
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
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Post by silvia »

The section force recorder at that integration point should give you those values.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
aliirmak
Posts: 44
Joined: Tue Sep 04, 2007 2:57 pm
Location: PU,West Lafayette, IN

Post by aliirmak »

Thanks for the answer.

However when I use the code in the manual

Code: Select all

recorder Element -file ele1sec1Force.out –time -ele 1 section 2 force
it generates a file which contains no data.I also assumed that command will not produce any shear force vs displacement(or at least only shear force) since section output may only give fx and mx(axial load and torsion?)?
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia »

it depends on whether you have aggregated shear, as elastic shear.
no, you will not get shear deformation.
there is no real shear deformation in the element, unless you aggregate it elastically.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
amin_asareh
Posts: 15
Joined: Sun Dec 17, 2006 2:21 am
Location: kntu university of technology

Post by amin_asareh »

Hi,

You can use more elements at the point that you want your results and then use the global force recorder for a Particular element. direction 2 is the shear force in the data given by this recorder.
ASAREH
aliirmak
Posts: 44
Joined: Tue Sep 04, 2007 2:57 pm
Location: PU,West Lafayette, IN

Post by aliirmak »

your suggestion is very clever.

I think it would be also possible to add a node at that point but anyway, that seems more helpful.

Thanks for the answer.
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