asdeasoft.net

I see that I able to measure these values using the fiber plot, however I am actually having trouble measuring the section-force and section-deformation, as these are visually displayed on the surface colour map plot, but can not be selected.

I would also like to ask, what F11, F12 and F22 donote ...

I can see the results, the result in question is section force, however I cannot seem to plot the section force of the fiber with time, is there a specific graph type that i should select?

Thank you very much STKO team.

These are selected in my recorder, but not showing up in my analysis, I am looking to measure the stress at a point with time.
Thank you

Interestingly, I have downloaded a model from the Asdea website, where these results are selected in the recorder and I am able to view them in the analysis.

Hi STKO team,

I am looking to create a spring element, to compress to a particular displacement under a load, is there an element which follows a Hooke's law relationship, where I can change the stiffness to alter the amount of displacement?

Hi,

In my recorder, I have selected several element results that I wish to view, such as material damage, material strain and stress, however I am unable to see them when I run the analysis.

Is this because they are not compatable with the element property, or physical properties I am using (It is ...

I have redrawn and reassigned everything for the soil domain embed, however as you can see there are still issues as the corners are not properly connecting, I have created selection sets so you can see what I have used to link the two domains, any help would be much appreciated.

Here is a screenshot of the embed above when meshed, where only one side is properly interacting

I have redesigned the geometry for the soil model, and now the embed is not fully working. I think theres a chance I might have made the same mistake as before that Valentina fixed, however I'm not exactly sure what the fix was, I have included the embed constraint onto my embed but it does not look ...

Thank you!

I see you have added a line in the analysis "puts [EleStiffnessOOM]", what does this line of code do in the model?

Also may I ask why increasing the size of the model with N/mm affects the model when the mesh is scaled proprotionally.

Thanks again, this forum has been very helpful in learning to ...