Learning Forum

[mhannan]

Hey, I am doing quasistatic analysis in static structural module of ansys. My whole load curve is for 3 second and it’s not linear or constant load for 3 second. The loads changes within a very short time like 1 have almost 30point of load in between 0 to 1 second. There are almost 137 points of load in the whole 3 sec curve and loads for all the 137 points are different.

How can I get result for the individual 137 points ??

 

This loads are my input pressure and how can I get output for the all individual point(input points of pressure vs time are generated from the graph by webplotvisualizer) in ansys static structural.

[peteroznewman]

In Static Structural, under Analysis Settings, Step Controls, you can set the Number of Steps to 3 and set the Step End Time for each step to 1, 2 and 3 s.

In the Pressure load, there is a pull down menu that allows you to select Tabular data input.

In the Tabular data window, click once in the blank cell to the left of Steps to select the whole table.

In Excel, copy the 2 columns and 137 rows of numbers plus one blank row at the bottom. In Mechanical, right click on that same blank cell in Tabular data and select Paste. My example shows 8 rows of data and I have selected 9 rows to copy.

You can do the same thing with just one Step.  Just set the End time to 3 and copy paste the data in the same way and you will get the same load history.

Finally, you want to force the solver to take small enough time steps to not skip over any part of the load history.  Under Analysis Settings, change Auto Time Stepping to On then Define By Time.  Set the Initial and Maximum Time Step to a value smaller than the smallest time increment in your table.  Set the Minimum Time Step to a value one tenth of that smallest time increment.

If you used one load step of 3 s you are done.  If you used 3 load steps, you have to repeat the previous paragraph two more times for each load step. 

[mhannan]

hey, I tried your process and I faced errors:

error1: The unconverged solution (identified as Substep 999999) is output for analysis debug purposes. Results at this time should not be used for any other purpose.

error2: Element 10365 located in Body "for fsi - Copy|Sclera" (and maybe other elements) has become highly distorted.  You may select the offending object and/or geometry via RMB on this warning in the Messages window.  Excessive distortion of elements is usually a symptom indicating the need for corrective action elsewhere.  Try incrementing the load more slowly (increase the number of substeps or decrease the time step size).  You may need to improve your mesh to obtain elements with better aspect ratios.  Also consider the behavior of materials, contact pairs, and/or constraint equations.  If this message appears in the first iteration of first substep, be sure to perform element shape checking. Named Selections for the offending element can be created via the Identify Element Violations property on the Solution Information Object.

warning 1: The unconverged solution (identified as Substep 999999) is output for analysis debug purposes. Results at this time should not be used for any other purpose.

warning 2: Solver pivot warnings or errors have been encountered during the solution.  This is usually a result of an ill conditioned matrix possibly due to unreasonable material properties, an under constrained model, or contact related issues.  Check results carefully.

 

https://drive.google.com/file/d/1EHkE4lLSBiPs3Mqmd5lNLObQtBCc4mmJ/view?usp=sharing

[peteroznewman]

I can't open your model because it contains modules that are not included in the free Student license.

Try deleting the mesh and archive the project with no mesh, then upload that archive to see if that helps me to open it.

[peteroznewman]

The process I provided was to import 127 rows of time history into the pressure load, you must follow a different process to obtain convergence.

The highly distorted error message contains some good advice which you should follow. Try incrementing the load more slowly (increase the number of substeps or decrease the time step size). You know where to find that.  It is helpful to first look at the Force Convergence plot under the Solution Information folder. The graph shows you what time the solver ran into problems converging. The graph also shows you how many times the automatic time stepping algorithm used bisection to reduce the time increment. You can also change the plot to show the size of the time increment vs time.

Another piece of advice in the error message mentions that you may need to improve the mesh. However, you need to know where on the mesh the solver is having difficulty converging. To see that, edit the Analysis Settings. Click on the Solution Information folder and on the line that says Newton-Raphson enter a number, say 3.  This will make 3 contour plots under this folder that show you where on the mesh the force imbalance was largest for the last three iterations. If there are large elements there, you may need smaller elements or if the elements are of low quality, you may need to improve the shape.

[mhannan]

Rather than time step, I use step number and now the simulation converges, can you look into this???
I am also facing problems in implementing subroutine, can you tell me the process?

https://drive.google.com/file/d/1g1vRm8BfO_--YiE75Kg3b2pGuTZTStO2/view?usp=drive_link

[peteroznewman]

I was able to open the model and look at the solid bodies where I noticed that there is a body called Lens and another identical body called NONE. They are both meshed. Is that intentional or a mistake?

[mhannan]

As they are different object so I mesh the both body,  can I get your mail where you can respond faster?

 

[peteroznewman]

I check here more frequently than I check my email, so it's faster to reply here.

In the model, you have two bodies that take up the same space, which is not a normal situation in reality. That looks like a mistake in the model.

[mhannan]

 

if you see the part choroid, this part should change it’s volume overtime with the changing of pressure which are exerted by the 18 nodes by using nodal pressure. And the part called inside is actually vitrious body which is fully incompressible(So I modeled as water) when the choroid changes it’s volume, it’ll affect vitrious body and as it can’t change it’s volume it’ll create an opposite pressure to resist it’s volume deformity. I need to extract the pressure. Below part is the modeling of the opposite pressure which is named OPA in FEBio:
”To estimate the OPA in all models, a ‘‘volume constraint’’
 was imposed on the inner limiting membrane and the
 augmented Lagrangian was turned on. The tolerance and
 penalty factor were set as 0.00001 and 0.001, respectively.
 Those values were chosen because they maintained the
 volume of the vitreous within 0.000001% during the cardiac
 cycle. All pressure estimates (to maintain the volume of the
 vitreous body constant) were extracted from the FEBio output
 log file (.log) under the section ‘‘Volume Constraint’’ at each
 converged step.”

here is the ipdated model
https://drive.google.com/drive/folders/19FQFr4y9Cpfm5TyeTlqGjdfvhFeVS1jQ?usp=sharing


Also please check me the APDL, and can yopu tell me how can insert effective permeability.
I need your help badly, please reply me soon.
thanks in advance.

 

[peteroznewman]

You have assigned the material WATER3, which was defined using Isotropic Elasticity, to the Inside body. This is a big mistake because WATER3 has a huge Shear Modulus, while real water has zero Shear Modulus. This will cause a large error in your results.  Delete the Inside body and instead use the faces of the solid elements that define the inside cavity surface to create HSFLD242 elements.

HSFLD242 is used to model fluids that are fully enclosed by solids (containing vessels). The hydrostatic fluid element is well suited for calculating fluid volume and pressure for coupled problems involving fluid-solid interaction. The pressure in the fluid volume is assumed to be uniform (no pressure gradients). Hydrostatic fluid elements are overlaid on the faces of 3D solid or shell elements enclosing the fluid volume.

[peteroznewman]

You ask about effective permeability, which is related to fluid flow through porous materials. You must use a different solver for that such as Fluent.  Here is the Fluent tutorial on modelling flow though porus media.

Another environment to build porous models is Discovery. Here is the Discovery help page.

Here is the Discovery Porus media coefficient calculator.

There is a theory course on Flow through Porus Media.

[mhannan]

 

Actually I need to add volume constrains and make the body called inside fully incompressible so that it can’t change it’s volume overtime. As water is incompressible so I think it will work. Can you tell me how can I add volume constrains and get the pressure as a result. Do you think HSFLD242 will work in my case??
If this work then how will I incorporate it in my model?

I have to define choroid’s material property as Biphasic, where the solid volume fraction is 0.55.
The solid portion is defined as Neo Hookian model with model parameter :
Elastic modulus = 0.06 MPa
Poisson’s ratio = 0
Permeability: 45037 mm2/MPa.s
How can I input this into ansys?

Also I need to measure the volume change of choroid but after applying nodal pressure(nodal pressure for modeling cilliary artery), there is no change of volume which I measure from “volume” result window. Below is the example:

 

 

 

 

[peteroznewman]

The HSFLD242 elements include a pressure node at the center to report the pressure in fluid and can be defined as fully incompressible using KEYOPT(6) which defines the hydrostatic fluid element compressibility:

Use KEYOPT(6) = 0 (default) to model the hydrostatic fluid element as compressible. You need to define a fluid material property (use the TB command with Lab = FLUID) to relate changes in fluid pressure to fluid volume.

Use KEYOPT(6) = 1 or 2 to model the hydrostatic fluid element as incompressible. The fluid volume is kept constant, even as the solid enclosing the fluid undergoes large deformations. The fluid volume, however, can change when fluid mass is added to or taken out of the containing vessel; this is achieved by applying a fluid mass flow rate or by prescribing a non-zero hydrostatic pressure degree-of-freedom constraint at the pressure node. The fluid volume can also change when a temperature load is applied at the pressure node for a fluid with a non-zero coefficient of thermal expansion. When KEYOPT(6) = 1, the change in volume is accommodated by a change in fluid mass (mass flows into or out of the cavity). When KEYOPT(6) = 2, the change in volume is accommodated by a change in fluid density such that fluid mass is held constant.

 

Read Chapter 15 for how to model hydrostatic fluid models.

Note that HSFLD242 elements must have the shape of a pyramid, with the pressure node at the apex in the center of the cavity. That means the solid elements that define the enclosed volume must be either pyramid or hex elements. Your current mesh uses tetrahedral elements, which is incompatible with HSFLD242 elements. A significant effort would be required to achieve hex element meshing throughout your model. The benefits of using HSFLD242 elements is that it has a direct pressure output that is constant over the entire fluid volume and there is a fluid volume output.

If you mesh the solid Inside body with tetrahedral elements, assign a water property defined with orthotropic elastic material properties so you can set the Shear Modulus to practically zero. This discussion that has my definition of water that has a practically zero shear modulus. The benefit is the meshing is easy. You can create a stress ouput for hydrostatic stress, but it may vary throughout the volume.

[peteroznewman]

The last model you shared uses a Static Structural analysis, but since you want to include Coupled Pore-Fluid Diffusion and Structural Model of Porous Media, you might want to select the Coupled Field Static analysis from the toolbox.  Read Chapter 2.12 to learn how to perform this type of analysis.

The material models supported in the coupled structural-pore-fluid-diffusion analysis include elasticity (isotropic, orthotropic and anisotropic), porous elasticity, Mohr Coulomb plasticity, Cam-clay plasticity, jointed rock plasticity, extended Drucker-Prager and Drucker-Prager-based concrete plasticity.

Porous elasticity material can be defined with an Initial void ratio, which would be 0.45 to give you a solid volume fraction of 0.55

Note that Hyperelastic material models are not on the list of material that support pore-fluid diffusion. I don’t know where you want the pore-fluid diffusion to act, but you have used Hyperelastic materials such as Yeoh for Piamater and Duramater, Mooney-Revlin for Sclera and Neo-Hookean for Choroid. However, I find in Engineering Data, it does not complain if I add Porous Elasticity to a Neo-Hookean material, but maybe they just haven’t put all the error checking in that is required. For many illegal combinations, Engineering Data will use a strike-though font so highlight illegal combinations in material properties.

Note that you must mesh the bodies that will have permeability with the correct element type that supports coupled pore pressure analysis such as CPT217.

There are two Verification Test models of coupled pore-pressure deformations. One is a 2D model VM260.  VM264 is a 3D model using CPT217. I see they use Analysis Type of Static (ANTYPE,0) so maybe you don’t have to use ANTYPE,SOIL which was mentioned in 2.12 above.

In the last model you sent, I see the volume changes in Step 1, but not in Steps 2 and 3. Maybe when you get a model that includes pore-fluid diffusion, you will see a volume change.

[mhannan]

I think the pressure which I was applying through nodes aren't working, I have experimented on a simplified model. How to handle this issue?

 

[peteroznewman]

You have a very complex model that uses many types of material properties and is a coupled physics type of model. I suggest you build competence in each component of this complex model by analyzing many much simpler test models and you indicate above that you have already started to look at a simplified model.  Please describe in detail that simplifed model, what result you obtained and why you think it is wrong.

The ideal simple test model is one which has an analytical solution so you can show that your model result matches the analytical model. The ideal simple test model may have geometry very different than your eyeball anatomy. The verification model VM264 is a simple cylinder.

Another simple test model is a volume of water inside a non-porus elastic (or hyperelastic) enclosure with a constant wall thickness. Use a simple geometry such as a sphere and show that you can apply pressure to one face and have the other faces expand out while the volume of water remains constant. I would use symmetry to make the boundary conditions simple. Use SpaceClaim to create a sphere at the origin, then create 3 planes at the origin and slice the body to leave a 1/8 model, keeping the solid on positive side of the origin. Make a plane at the tangent to the sphere on the X axis.  Sketch a circle on that plane. Project that circle onto the surface of the sphere to create a face to apply pressure.  Due to symmetry, that will be like pushing on both sides of the full sphere.

What other component of the full model can you think of to break out into a simple test model?

 

[mhannan]

here I uploaded a simplified model where I use water as orthotropic solid and CPT217 but couldn't understand why this is not converging.
Is this okay inserting CPT217?
https://drive.google.com/drive/folders/1tNCgeLdl58NlKD706NXF2LGBPWbiu9-b?usp=sharing

[peteroznewman]

I downloaded your file and made a few changes to make it to show the pressure on a circle imprinted on opposite sides of the hollow sphere with a water center.  One problem with your model is it has no connection to ground.  I followed the directions I gave above to create 3 planes of symmetry and have a 1/8 model. I also deleted the Porous Elasticity from the choroid material.

The deformation plot below is shown with a display scale factor of 1 True Scale. You can see that the top of the interior cavity has flattened out somewhat.

In the “B” model shown above, I created a material choroid 2 and used vastly higher Initial Shear Modulus so I could use vastly higher pressure to see some deformation and check the constant volume of the water.

You can see that the water is holding a fairly constant volume with a Poisson’s Ratio of 0.49.

The “A” model has the original stiffness of choroid, but it can only solve up to a small pressure of 0.05 MPa.
The display scale factor shown below is 1.0 True Scale. See how the thickness of the low stiffness choriod has been squashed down.

I solved this model in ANSYS 2023 R2.  You won’t be able to open my model as you are using ANSYS 2020 R1 unless you upgrade to the latest version.

[adib.aktab999]

 

Hey I am from this new account.
Does the porus elasticity working??
I have added CPT217 on the hollow sphere which is choroid and it has to change it’s volume overtime. The volume change should be in a range of (1-2mm^3) by using this pressure.
Material property for choroid is below
 Solid volume fraction: 0.55
 Solid matrix:
 Neo-Hookean
 Elastic modulus= 0.06 MPa
 Poisson’s ratio= 0
 Permeability: 45037 mm2/MPa.s

Basically I am looking for the volume change overtime for the choroid to validate my model which should be like this:

and also please share me the file.

 

[adib.aktab999]

 

 

 

[peteroznewman]

Here is a link to an Ansys 2024 R2 archive of the 1/8 model of a non-porus hyperelastic solid spherical shell enclosing a volume of water represented by an orthotropic material with a pressure applied to a circular face on the shell.  I built that to observe the deformation of the sphere with pressure applied on opposite sides of the sphere, but in a 1/8 model.

You could try modifying the above model by replacing the orthotropic water elements with HSFLD242 elements, though this will require some APDL code that I cannot help you with. I read that HSFLD242 elements are compatible with a quadratic tet mesh, though the figure shows it connecting to a quadratic hex element.  However, after you delete the water elements (and water solid body), it is simple to mesh the choroid solid body with hex elements. 

I recommend you study the Technology Showcase Example Problem Chapter 50: Normal-Pressure Hydrocephalus Analysis Using Hyperelastic Material.
This example uses porous elasticity with a neo-hookean hyperelastic material. Maybe you can apply what you learn to the 1/8 spherical shell model by adding porous elasticity and changing the elements to CPT217.

[peteroznewman]

I learned how to use HSFLD242 elements to represent an incompressible fluid and show how the result is very different to using the orthotropic material to represent water.  Read this discussion:

https://innovationspace.ansys.com/forum/forums/topic/meshing-hsfld242-3-d-hydrostatic-fluid-elements-in-mechanical/

I recommend you use this method for your study.

[peteroznewman]

I recommend you study the Technology Showcase Example Problem Chapter 50: Normal-Pressure Hydrocephalus Analysis Using Hyperelastic Material.
This example uses porous elasticity with a neo-hookean hyperelastic material. Maybe you can apply what you learn to the 1/8 spherical shell model by adding porous elasticity and changing the elements to CPT216 or CPT217 depending on whether you mesh the choroid with quadratic hex or tet elements respectively.

Note: the Input files for all the 2025 R1 Example Problems are empty zip files!   You must change the version to 2024 R2 to get zip files with the promised input files.

[adib.aktab999]

Can you share me 2024R2 version, because it's not available rn on Ansys website.

[peteroznewman]

I expect these files can be opened in older or newer versions of ANSYS.

https://ansyshelp.ansys.com/public/Views/Secured/Doc_Assets/v242/MAPDL_showcase/td-50.zip

[adib.aktab999]

Hey I was trying to understand the nodal loading, so I use nodal loading on a cubic model. But it doesn't show any deformation I donnow what is the reason can you give me insight?

https://drive.google.com/file/d/1P1NIQ5X8pQUIpkkZLDCFCiGwXqPwkNcH/view?usp=sharing

[peteroznewman]

The Command object under the solid body Part1 defines the permability of the Porous Medium using a TB, PM command. A number in that command defines permeability in a certian unit system, but you have not included a comment telling me what unit system I must solve in for that number to be correctly interpreted. Always put a comment in the command to define what units to use to interpret the numbers in the command.

You have not used a Command object to change the Element Type for the mesh to use ET, 217 which is required to use TB, PM.

The solution fails with an error because Element Type 186 does not support TB, PM

If you suppress the Command under Part1, the model will solve, but zero deformation is the result because you have not used Nodal Pressure correctly.  You have only selected one node on the face of the element.

When applying a Nodal Pressure load in Ansys Mechanical, it's important to understand that the load is applied to element faces. For a nodal pressure to be created, all nodes of a given element face, including midside nodes, must be included in the node-based named selection. If you apply a nodal pressure to just one node on the face of a cube meshed with solid186 elements, it would not create an elemental face pressure unless all nodes defining that face are included [1]. 

URL: [1] https://ansyshelp.ansys.com/public/Views/Secured/corp/v251/en/wb_sim/ds_Nodal_Pressure.html

[adib.aktab999]

Hey can you please tell me, how can I incorporate HSFLD242 element in my model. I can't find it helpful from your discussion. I have to denote vitrous body as water(HSFLD242) and choroid as CPT217. I will apply nodal pressure on choroid and vitrous body generate repulsive pressure due to incompressibility and the choroid volume will change with pressure.

You have said, "However, after you delete the water elements (and water solid body), it is simple to mesh the choroid solid body with hex elements."

If I delete water element, then how can I select water? But for my model it is difficult to incoparate, how can I incorporate HSFLD242??

 

Do I have to do tetrahedral meshing for HSFLD242?? I have trier sweep meshing after compressing water solid but it isn't working and same for CPT217.
I have studied chapter 50 but that was cpt212 with neo hookian.

[peteroznewman]

In my January 19 reply, I provided a link to a discussion that demonstrates how to incorporate HSFLD242 elements. While that model uses Hex elements, you can get the same result with Tet elements. Either kind of element will work. Here is a link to an ANSYS 2024 R2 archive with the models shown in that discussion. https://jmp.sh/zc0UG7Le

Once you delete the water elements, the inner face of the choroid can be used to fill that interior with HSFLD242 elements, which behave like an incompressible fluid.

[adib.aktab999]

How to select internodal nodes of a whole surface??
https://drive.google.com/drive/folders/19FQFr4y9Cpfm5TyeTlqGjdfvhFeVS1jQ?usp=sharing

Many many thanks in advance for your help.

[peteroznewman]

Your hollow sphere geometry is corrupt.  I fixed it in this repaired version which shows how to select the InteriorNodes.  Your corrupt solid had no interior face.

You can use this example model to get the HSFLD242 elements working.  https://jmp.sh/9j8my5y6

[adib.aktab999]

As my choroid model will be porus hyperelastic which I intended to use CPT217, do I have to use "keyopt,matid,6,1" this code under choroid's geometry option?

[peteroznewman]

You don't have to use any keyopts but this one is well know to help convergence in hyperelastic materials.  Look up CPT217 in the Mechanical APDL Element Reference and see what keyopts are defined for this element.

[adib.aktab999]

Hello Peter, when I am using the element it's not convergong. Can you look into the model?
Is my nodal pressure working??https://drive.google.com/drive/folders/19FQFr4y9Cpfm5TyeTlqGjdfvhFeVS1jQ?usp=sharing

[peteroznewman]

I looked at your model.  The Fixed Support is covering the entire outer surface.  That means none of those nodes can move!

That means the effect of these nodal pressures is exactly zero!

I suggest you move the Fixed support to the thin bottom edge of the hemisphere.

I have the Student license on my personal laptop. The Student license has a limit of 128,000 nodes or elements.  Your model has more than that so I would have to remesh to get below that limit.  The problem is you are applying a nodal pressure so if I remesh, the Nodal Named Selections become broken.  It would be better if you imprint the areas you want to apply the pressure to on the face in SpaceClaim. That way it will not be lost during remeshing.

If you want me to look at convergence issues, please keep your mesh below the 128,000 node limit.  One way to cut down on the node count is to cut the model in half and use a Symmetry boundary condition on the cut face.

[adib.aktab999]

From the previous file I have shared, whenever I changed the fixed support, it runs and it gives deformation not actually what I expected. Whenever I changed meshing to share with you and ran the model it is not converging. I shared the model can you look into it?
1. Is the nodal pressure applying properly??
2. Is the selecting pressure node for HSFLD242, okay or not. If not can you tell why?https://drive.google.com/drive/folders/19FQFr4y9Cpfm5TyeTlqGjdfvhFeVS1jQ?usp=sharing

[peteroznewman]

On the HSFLD242 elements, why did you include the narrow rim face of the hemisphere as InteriorNodes? Is there water on that face?  I would exclude that face in the next model.  It’s fine for now, especially since those nodes are fixed.

You put the HSFLD Node 8022 at the Global Origin.  That means the water volume will have a conical top from that point down to the InteriorNodes. Is that what you want? It’s okay to leave that there for now because you will eventually have more geometry on the -X side of the origin, just be aware of the conical top if you request a report on the fluid volume.

I set the Analysis to solve only step 1 and set the End Time to 0.18777 and got convergence. You can see that Nodal Pressue is causing deformation.

The Nodal pressure is causing compressive stress.

When you turn on Auto Time Stepping, you should make the maximum number of substeps a large number like 1000.  I tried changing from the Iterative solver to the Direct solver and the time went down slightly from 9:29 to 9:11.  I always use Direct unless I have a large model and the solution solves out-of-core.

The HDFLS242 pressure node reported the pressure in the Solution Output.  This number is in MPa due to the Units being set to mm.

Your ETABLE command is not working.

Keep in mind that I am solving on ANSYS 2024 R2 while you are solving on 2020 R1 so your results may differ slightly from mine.

The next step is to change the end time to 1 and see if convergence continues. Looking at the Force Convergence, we see there is a problem and Interupt the solution.

Notice that that the purple line goes horizontal, so it is unlikely to converge and after each bisection, it is not getting closer. This means it is time to look at the N-R residual plot, which you can only see if you put a number in the Newton-Raphson Residuals line of the Solution Information folder. 

The reason the solver can't converge is because of a force imbalance in the elements colored red, yellow or orange below.

The corrective action is to apply a mesh control to use smaller elements around these regions. This is why you should stop using Nodal Named Selections for applying pressure and imprint a face on the geometry for each pressure location you want.  That way, after a problem like this, you can simply apply a sizing mesh control, remesh and start solving again.

[adib.aktab999]

 "why did you include the narrow rim face of the hemisphere as InteriorNodes?" I have done this because I couldn't select the whole interior face as nodes through box select when I am trying this some nodes remain unselected. Selecting individual nodes are frustrating. 



still it's not converging.
I have added material's property newly by engineering data to solve ETABLE problem.

[peteroznewman]

Don't use Box select to make a Nodal Named Selection.

1. Make a new Named Selection, click on one interior face, hold the Ctrl key down and click on the other interior face.

2. Right click on the Selection and choose Create Nodal Named Selection.

3. Rename the selections appropriately.

[adib.aktab999]

 

Thanks for your detailed help, I am working on it and let you know what’s happening. The last time when it's converged before decreasing mesh size, I noticed there wasn't any volume change. 

 

 

[peteroznewman]

The Neo-Hookean material has a small Incompressibility Parameter D1 so it is nearly incompressible. Since such a tiny area of your model has a pressure applied, the volume change might only be measured beyond the 5th digit.  I created a 1/8 model with a sphere with a radius of 12 mm of that material and applied a 0.01 MPa pressure to the surface of the sphere. The surface was compressed in about 1.1 mm radially and the volume change of the1/8 solid went from 900 mm^3 to 677 mm^3.

[adib.aktab999]

May be after introducing CPT217, it will improve because the paper I want replicate the property for the choroid:
Material property for choroid is below
 Solid volume fraction: 0.55
 Solid matrix:
 Neo-Hookean
 Elastic modulus= 0.06 MPa
 Poisson’s ratio= 0
 Permeability: 45037 mm2/MPa.s
They got 2-3mm^3 volume change, so to validate my model I have to get the same value or close to the paper's value. 

[peteroznewman]

I built the 1/8 spherical ball model of your Neo-Hookean material. Reread my previous reply where I put in the details.