How to approach this?

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mari01
Posts: 11
Joined: Sun Sep 22, 2024 8:40 pm

How to approach this?

Post by mari01 » Sat Feb 08, 2025 8:06 am

Hello guys,
I have a project to do named "Numerical Analysis of plate structures (software based)". How do I approach this? What thngs do I have to take care of? I have some basic idea of how the STKO software works.
Thank You

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

Re: How to approach this?

Post by STKO Team » Wed Feb 12, 2025 1:21 pm

This question is quite generic. What kind of plate structures? how to model reinforcement? thick vs thin? FE formulations for plate bending? geometric nonlinearities? membrane effects? punching shear failure? etc... etc...

mari01
Posts: 11
Joined: Sun Sep 22, 2024 8:40 pm

Re: How to approach this?

Post by mari01 » Tue Mar 04, 2025 8:00 am

STKO Team wrote:
Wed Feb 12, 2025 1:21 pm
This question is quite generic. What kind of plate structures? how to model reinforcement? thick vs thin? FE formulations for plate bending? geometric nonlinearities? membrane effects? punching shear failure? etc... etc...
for now I have to do monotonic analysis on thin concrete plate, with simply supported boundary conditions on all corners, how should I do this? Can you provide any resource or mention some steps to follow. Thank you.

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

Re: How to approach this?

Post by STKO Team » Mon Mar 10, 2025 10:31 am

We gave webinars on RC shear walls made of shells (you can find them on our webinar webpage).
The modeling for slabs is the same, you just need to load them in the out of plane direction.
But the modeling approach is the same

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