positive and negative stresses

Hello! In this section we'll talk about the post processing module and the data visualization.
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Gabriele.Neri
Posts: 17
Joined: Wed Feb 21, 2024 9:14 am

positive and negative stresses

Post by Gabriele.Neri » Thu Sep 12, 2024 3:14 pm

Dear STKO team,
I have some problems concerning the stresses: in the post processing of STKO I obtain positive and negative values (FOTO 2) as it should be, whereas in the tcl file I obtain just negative values ( The red column in FOTO 3).. I can't understand why. Can you help me?

thanks in advance
Attachments
FOTO 3.png
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FOTO 2.png
FOTO 2.png (21.16 KiB) Viewed 2704 times

kesavapraba
Posts: 468
Joined: Sat Mar 28, 2020 2:25 pm

Re: positive and negative stresses

Post by kesavapraba » Mon Sep 16, 2024 8:49 am

Hi, The TCL file lists individual stress components for a specific fiber, while STKO shows a range for all fibers. To confirm, record the same stress component for each fiber and compare the results.
:: With best wishes ::
Prabakaran Kesavan

Gabriele.Neri
Posts: 17
Joined: Wed Feb 21, 2024 9:14 am

Re: positive and negative stresses

Post by Gabriele.Neri » Wed Feb 19, 2025 3:46 pm

The same thing applies to the bending Moment (M), Shear (V) and Axial sforce (N)?

Thanks in advance!

STKO Team
Posts: 3066
Joined: Tue Oct 29, 2019 8:45 am

Re: positive and negative stresses

Post by STKO Team » Thu Feb 20, 2025 9:14 am

Probably your text recorder in plain tcl is just monitoring the bottom fiber

Gabriele.Neri
Posts: 17
Joined: Wed Feb 21, 2024 9:14 am

Re: positive and negative stresses

Post by Gabriele.Neri » Mon Feb 24, 2025 4:43 pm

dear STKO team,

I'm performing a gravity analysis on a double-interlocking beam subjected to uniformly distributed load, but I have some difficulties with the results obtained.
In order to catch the actions in the output I used the recorder element command, as shown in "photo_0".
In "photo_1" the shear diagram plot is shown, in which we can see that shear is positive at one end of the element and negative on the other end (look at the values ​​highlighted in yellow).
In "photo_2" the output of the internal actions is shown: Here we can see that the shear value are always positive (look at the values ​​highlighted in yellow).. I can't understand this change of sign from STKO-Post processing and file in .txt format, can you help me??

I uploaded as zip files the .mpco and the .scd files, in this way you can open it if it can help.

Thanks in advance!!
Attachments
photo_2.jpg
photo_2.jpg (113.27 KiB) Viewed 2579 times
photo_1.jpg
photo_1.jpg (74.15 KiB) Viewed 2579 times
photo_0.jpg
photo_0.jpg (27.6 KiB) Viewed 2579 times
Files.zip
(147.28 KiB) Downloaded 124 times

STKO Team
Posts: 3066
Joined: Tue Oct 29, 2019 8:45 am

Re: positive and negative stresses

Post by STKO Team » Mon Mar 17, 2025 9:13 am

In OpenSees "force" (global) and "localForce" (local) are the opposite of the internal forces at the element nodes (the opposite of the blue arrows in the picture)

In this picture you can see a truss subject to a positive tensile load N, so you would expect axial force constant and equal to N (tension)
But if you record "force" or "localForce", in opensees they are the opposite of the blue arrows, so in STKO we change the sign of those results at the second node when doing the beam-diagram plot
intforce.png
intforce.png (13.19 KiB) Viewed 2538 times

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