asdeasoft.net

Hi all,

I am trying to model a 1d consolidation problem of a soil column (1m by 10m) in stko following the example of:

https://opensees.berkeley.edu/wiki/inde ... solidation

This example uses PressureIndependMultiYield Material and a 9-4 up quad element,

The analysis ran smoothly and the mesh generated seems alright. However during post processing, the results are not as expected following the example.
It seems as though the soil column is not experiencing any load, and no excess pore pressure is generated.

I tried simplifying the model by using a linear elastic isotropic material model, but the results is the same. Could it be due to my modelling of the column & analysis steps? could you please advise.

below attached is the 2 files i created this model for
1) using PressureIndependMultiYield Material 2) Linear elastic isotropic material model It would be super helpful if you could help me take a look and advice me on this. Thank you very much in advance:)

I do see results. Are you saying you don't see any displacement/stress/etc?

Hi,

Sorry for the trouble, I realized that I might have put the wrong load in the wrong units, therefore the results is as though no load is added because it is small.

Also, after processing the results i have some questions about pore pressure contours produced.

Below is a screenshot of the pore pressure contours at the loading stage of the soil column: It shows porepressure (pp) generated at only the nodes with porepressure degree of freedom. However, nodes that do not have porepressure dof shows porepressure=0.

How do I obtain results at nodes without porepresure dof or at depths with no nodes at all. Is there some sort of bi-linear porepressure interpolation between the the pwp nodes, so that the pwp readings & profile are consistent with depth? How can I produce a continuous profile?

For example, in the case of Uy displacement profile: The profile is continuous with depth, indicating that there is some displacement interpolation between the nodes allowing for a continuous Uy displacement profile even for positions where there are no nodes.

It's because the 9-node up element used pressure dofs only at corner nodes. That's why you see 0 on dofs without pressure.
You can try to convert your mesh into a 4-node mesh and use a SSPQuadUP. It uses a reduced integration + stabilization and the accuracy should be close to the 9-node. but all nodes have pressure dofs

Hello,

I appreciate your previous response; it was beneficial.

Currently, I'm attempting to simulate the same 1-D consolidation problem (of a soil column) using a brick element. Specifically, I've utilized a high-order element, the 20-8brickup element, for this purpose.

However, I'm encountering the same issue during post-processing. There appears to be a lack of bi-linear interpolation between the pore pressure nodes, resulting in discontinuous pore pressure contours when viewing the profile. Is there a method to address this and achieve a continuous profile?

Thank you for your assistance!

A screenshot of the situation (lower part of soil column) is shown below :

Did you try this?

It's because the 9-node up element used pressure dofs only at corner nodes. That's why you see 0 on dofs without pressure.
You can try to convert your mesh into a 4-node mesh and use a SSPQuadUP. It uses a reduced integration + stabilization and the accuracy should be close to the 9-node. but all nodes have pressure dofs

Hi,

Yes i did. however this time is for the 3d brick element and my intention is to use a higher order element 20-8brickup. I have tried the the 8noded SSpbrickup elements bu they require element size (h) and alpha (a) input. My final model that im using does not have perfectly square bricks, so im not too sure what values of element size (h) values i should be using. Please advise.

Sincerely,
RYan

In the documentation they suggest this:

alpha = h^2/(4*(Ks + (4/3)*Gs))
where h is the element size, and Ks and Gs are the bulk and shear moduli for the solid phase. The $alpha parameter should be a small number. With a properly defined $alpha parameter, the SSPbrickUP element can produce comparable results to a higher-order element such as the 20_8_BrickUP Element at a significantly lower computational cost and with a greater ease in mesh generation.

The h is the mesh size. It should not be exactly the size of each element, just the average mesh size.