-
-
March 6, 2023 at 7:43 am
A L
SubscriberHello to all,
I am trying to run a simulation of a human foot model on a shoe midsole constructed out of a lattice diamond structure.
This is the setup of the model and the generated mesh.
I have set the boundary conditions are seen below:
300N acting downwards on the flat surface of the foot (based on 60kg weight acting on 2 feet)
The bottom of the midsole has been set as a fixed support.
The contact between the bottom of the foot and the top of the midsole has been set up as frictional contact, with the bottom of the foot being the contact and the top of the midsole being the target.
I am trying to study the deformation/compression of the midsole when the force is applied via the foot, as well as obtain the plantar pressure map of the foot. However, I am unable to achieve a reasonable result.Even with the weak springs option turned on, I am unable to achieve a solution due to the following error: An internal solution magnitude limit was exceeded. Please check your Environment for inappropriate load values or insufficient supports. Please see the Troubleshooting section of the Help System for more information."
Would greatly appreciate any advice on this, thank you!
-
March 6, 2023 at 8:22 am
A L
SubscriberTo add on, the materials have been set to consider the foot as a bony structure with Young's Modulus of 7.3GPa and Poisson Ratio of 0.3 (Isotropic Elsaticity) and the midsole to have a Young's Modulus of 1.2MPa and Poisson Ratio of 0.48 (Isotropic Elasticity). In theory, since the foot has a higher Young's Modulus value, it should cause the shoe sole to compress while suffering from minor deformation. However, some of the varied results I have obtained so far includes the midsole experiencing 0 total deformation while the foot experiences an abnormally high value for deformation, as seen in the picture below. For reference, the midsole thickness is merely 25mm.
-
March 6, 2023 at 8:22 am
Erik Kostson
Ansys EmployeeHi
It is better to use a displacement instead of force (Y=disp, X=0, and Z=0), and then look at the reaction force of that displacement – in that way the model is properly constrained (with a force it is not – free to slide in X and Z). ALso use the contact tool to see that the contacts are active and OK.
All the best
Erik
-
- 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.
- Saving & sharing of Working project files in .wbpz format
- Solver Pivot Warning in Beam Element Model
- Understanding Force Convergence Solution Output
- An Unknown error occurred during solution. Check the Solver Output…..
- What is the difference between bonded contact region and fixed joint
- whether have the difference between using contact and target bodies
- The solver engine was unable to converge on a solution for the nonlinear problem as constrained.
- User manual
- Colors and Mesh Display
- material damping and modal analysis
-
3804
-
2587
-
1841
-
1244
-
600
© 2023 Copyright ANSYS, Inc. All rights reserved.