Types of Contact in FEA (ANSYS)

Рет қаралды 7,351

Күн бұрын

This video presents the various types of contacts used in FEA with ANSYS Software along-with few practical examples.
Please Subscribe to Our Channel: / @graspengineering9249
Please support us on Patreon: www.patreon.com/user?u=19779352
Website/Blog: www.graspengineering.com/
 FEA/CAD/ANSYS Tutorials
• FEA/CAD/ANSYS Tutorials
 ANSYS SpaceClaim Tutorials
• ANSYS Spaceclaim Tutor...
 ANSYS Design Modeler/ CAD Tutorials
• ANSYS Design Modeler/ ...
 Topology Optimization Tutorials
• Topology Optimization ...
 Solidwork Simulation Tutorials
• Solidwork Simulation T...
 Manufacturing Videos
• Manufacturing Videos
 Modern Design
• Modern Design
 Engineering Education Videos
• Engineering Education ...
 Emerging Technology
• Emerging Technology
 Renewable Energy
• Renewable Energy
 Oil and Gas Production
• Oil and Gas Production
 Industrial Valves
• Industrial Valves

Пікірлер: 11

@pratibhakanere2270 2 жыл бұрын

Very good vedios for new learner and interview process.

@graspengineering9249 Жыл бұрын

Many many thanks

@diegofuentesr 2 жыл бұрын

Hi! I have a question about something I did not see in your video: Is it possible to make a contact between a shell edge and a beam element? I have tried it in several different ways, but unfortunately it has not been possible for us. Do you have any idea about how to do it? We also tried with a fix joint, but it does not work properly. I would really appreciate your help, so thanks a lot in advance for your answer.

@graspengineering9249 2 жыл бұрын

Hello ! You can try to flip target and contact in contact details. Fixed joint should work properly, try to check rigid and deformable links in joints details. There are number of ways to connect, based on your problem definition we can propose the best possible way.

@diegofuentesr 2 жыл бұрын

@@graspengineering9249 When I use deformable behavior fixed joints, this warning message appears: "One or more loads is using a deformable behavior but is applied to a collinear edge. This is invalid, thus the behavior has been changed to Rigid. Check the Solver Output on the Solution Information objetct to identify the offending load.", and based on that, beam displacements and internal efforts are neglictable. Have you seen this problem before? If so, I hope you have been able to solve it. Thanks again!

@pratibhakanere2270 2 жыл бұрын

Sir from where can I get all information about How to use ANSYS Software together?

@graspengineering9249 Жыл бұрын

You can explore all our videos, We do have 100+ videos on our channel page. Also visit our blogpost www.graspengineering.com.