single-degree-of-freedom (SDOF) model

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mazen
Posts: 4
Joined: Sat Jun 01, 2024 12:12 pm

single-degree-of-freedom (SDOF) model

Post by mazen » Tue Jul 02, 2024 2:58 pm

Hello,

I am working on creating a simple single-degree-of-freedom (SDOF) model using two zero-length elements to represent stiffness and damping. For this, I used the Steel01 material type for stiffness and the Viscous material type for damping.

Upon running the model, I didn't encounter any convergence issues. However, when I recorded the forces and deformations in the two zero-length elements, I observed unexpected behaviors:
stiffness.png
stiffness.png (40 KiB) Viewed 495 times
Damping.png
Damping.png (103.04 KiB) Viewed 495 times


I am not able to understand these results. Shouldn't the first element display the behavior characteristic of the Steel01 material and the second element exhibit the typical response of a viscous damper?
model.rar
(97.96 KiB) Downloaded 91 times
Thank you for the support!


Best regards,
Mazen

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

Re: single-degree-of-freedom (SDOF) model

Post by STKO Team » Tue Jul 16, 2024 2:20 pm

Check material.stress vs material.strain in the post processor using the gauss plot. In this case you can see each material response.
Not that I had to increase the ground motion a lot to see these results:
stiffness:
zl_1.png
zl_1.png (32.31 KiB) Viewed 417 times
damping:
zl_2.png
zl_2.png (53.26 KiB) Viewed 417 times

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