Hypermesh & ANSYS Tutorial Video | Beginner/Expert | Contact Non Linear FE Analysis | GRS |

HyperMesh to ANSYS Tutorial Video on Contact Non Linear Finite Element Analysis for Beginners & Professionals | 2D 3D Elements Creation SOLID 185 | Metric units | Minimum, Maximum & initial Time stepping | Contact Formulation | Steel Material Assignment | Density Young Modulus and Poisson Ratio| Apply Force & Constraints on nodes | Plotting Result for Von Mises Stress Strain Deflection Contact Pressure & Animation | Component Creation | Drag 2D elements to 3D | Exporting the FE data | Set the analysis type | Set the solution controls | Solution of the current load step | Convergence plot | Post processor | Orientation of the model in isometric |
For more Tutorial Videos Click on the link below
• HyperMesh | Pre proces...
• ANSYS | Workbench | Cl...
• ANSYS Workbench Tutori...
For online training on ANSYS Workbench | Creo Parametric & Simulate | Pro E & Mechanica | HyperMesh |
Please contact me: [e-mail]

[@eedulasuresh9545]

Really This video is very useful for all,, but instead of importing, show how to create it , then it is easy for begginers .

[@tamizharasan1885]

awsome vedio

[@haryakumuda6798]

if I use shell element (2D in hypermesh) do I have to setting the thickness again?

[@kaushikblokeshmurthy2761]

pls upload video of contact for abaqus solver in hypermesh preprocessor

[@ANSYS-India]

Sure Kaushik.

[@christianleal1347]

Hi! I really appreciate these videos, they so really helpful for my thesis project for obtain my master degree, i would to know if this procedure could be useful if i have middle surfaces. i hope u could answer my question

[@ANSYS-India]

Christian, Please mail the description of the problem to [e-mail], i will work on that.

[@christianleal1347]

GRS CAD/CAE Thanks i will do it!

[@CADDMASTER_Charles_G_Martin]

Hi Sir, your channel is really useful for learning Non-linear analysis and no doubt your an expert in creating contacts.
But one doubt arising every time is why is that the substeps kept 20 and min 10 and max 50 in the problem and why is these substeps used.It will be literally helpful

[@ANSYS-India]

Thanks. It means, applied load will be divided into 20 parts and load will be applied gradually this allows ANSYS to converge the solution smoothly by calculating equilibrium of forces. If the convergence happens at initial steps then the problem will be solved in only 10 steps. If the solution is not converged then the load will be divided into 50 parts to achieve force convergence.

[@nawafko7198]

how can I reback the deleted Surfaces ?

[@G_Tech_Break]

which is best → Ansys or Altair ?

[@haryakumuda6798]

for what? they have their own advantages

[@Swamic2]

please share the step file to practice