-
-
August 1, 2023 at 12:19 am
Fraser Shields
SubscriberHello,
I have a model of a biphasic/poroelastic solid reinforced with elastic shells. I have replaced solid 186 elements with CPT216 elements to model the fluid pressure and flux when the construct is under compression. However, I am getting solver pivot errors when running the model. The model has shared topolgy between the solid and shells, and runs completely fine when it has solid 186 elements consititing of a linear elastic material. However, upon changing elements, the error arises.
Here is a link to the project:
https://drive.google.com/file/d/1P1JmyINikenVzwqfqQGCw94MCGd9vIDi/view?usp=sharing
It contains the following ADPL command snippet in the analysis section:
! Commands inserted into this file will be executed just prior to the ANSYS SOLVE command.! These commands may supersede command settings set by Workbench.! Active UNIT system in Workbench when this object was created: Metric (um, kg, uN, s, V, mA)! NOTE: Any data that requires units (such as mass) is assumed to be in the consistent solver unit system.! See Solving Units in the help system for more information./PREP7! Define an element type with the desired real constant (CPT216)ET, 9991, CPT216KEYOPT, 9991, 12, 1! Select the solid elements you want to modify (SOLID186)ESEL, S, TYPE,, 13, 57! Modify the selected elements to use the specified element type (9991)EMODIF, ALL, TYPE, 9991ESEL, NONE! Define proelastic material for solid elementsMP,EX,99999,0.001 ! YOUNG'S MODULUSMP,NUXY,99999,0.3 ! POISSON'S RATIOFPX=2e-15 ! PERMEABILITYONE=1.0TB,PM,99999,,2,PERMTBDATA,1,FPX,FPX,FPXTB,PM,99999,,2,BIOT ! BIOT COEFFICIENTTBDATA,1,ONEESEL, NONE! Define linear elastic material for shell elementsMP,EX,88888,0.1 ! YOUNG'S MODULUSMP,NUXY,88888,0.3 ! POISSON'S RATIO! Select the solid elements you want to modify and assign material 1ESEL, S, TYPE,, 9991MPCHG, 99999, ALL! Select the shell elements you want to modify and assign material 2ESEL, S, TYPE,, 1, 12MPCHG, 88888, ALL! Select all elementsALLSEL! Continue with the solution phase/SOLUAny help would be much appreciated.Thanks! -
August 3, 2023 at 6:14 am
Ashish Kumar
Forum ModeratorHi,
Ansys employees cannot download the attachments. The command snippet is used to change the material. Can you share snapshots of the setup - with that, it might be easier for forum members to comment more on your post.
Regards,
Ashish Kumar
-
- You must be logged in to reply to this topic.

Boost Ansys Fluent Simulations with AWS
Computational Fluid Dynamics (CFD) helps engineers design products in which the flow of fluid components is a significant challenge. These different use cases often require large complex models to solve on a traditional workstation. Click here to join this event to learn how to leverage Ansys Fluids on the cloud, thanks to Ansys Gateway powered by AWS.

Earth Rescue – An Ansys Online Series
The climate crisis is here. But so is the human ingenuity to fight it. Earth Rescue reveals what visionary companies are doing today to engineer radical new ideas in the fight against climate change. Click here to watch the first episode.

Ansys Blog
Subscribe to the Ansys Blog to get great new content about the power of simulation delivered right to your email on a weekly basis. With content from Ansys experts, partners and customers you will learn about product development advances, thought leadership and trends and tips to better use Ansys tools. Sign up here.
- Solver Pivot Warning in Beam Element Model
- Saving & sharing of Working project files in .wbpz format
- Understanding Force Convergence Solution Output
- User manual
- An Unknown error occurred during solution. Check the Solver Output…..
- What is the difference between bonded contact region and fixed joint
- The solver engine was unable to converge on a solution for the nonlinear problem as constrained.
- whether have the difference between using contact and target bodies
- Defining rigid body and contact
- Colors and Mesh Display
-
7742
-
4500
-
2957
-
1449
-
1322
© 2023 Copyright ANSYS, Inc. All rights reserved.