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Thank you.

Hey guys, Bearing load cannot be applied for lines or edges. Workbench can apply bearing load only to circular or cylindrical surfaces only.

Bearing load is applied only on the surfaces not on edges

187 is 10 node tetrahedron element i.e., higher order tet element used for complex geometries.

Solid Mesh copy will happen directly with same mesh settings

Glad to hear that

This video is not related to shell mesh. For shell mesh you will get stress at 3 layers Top, middle and Bottom in APDL

Hi, You cannot apply both displacement and force for a same surface. It is wrong in turns of physics of the application too. That is the reason, it didn't allowed you. For any other queries you can whatsapp to +91 9666666425

I am also facing this problem. Can you help? I tried a lot but was unable to implement it

It was very clear step by step, what exactly you are looking for pls let us know

Direct method is not there. Turn- around method is select unwanted entities as component and unselect from the original component and update the required component.

Yes. If you would like to see deflection in that particular direction only

Check for space in C drive

Ensure that model is proper and make connectivity check for the imported model. Then, add you required element type and mesh it by using mesh tool.

You can provide dimensions both in vertical & horizontal (as per requirement) to make it smooth.

Ansys did not provided that facility, but while installation you can check only required things to install

How to select required one for install and when please tell me?​@@ArtemAcademy

Yes only R2 INSTALLED

Version does not matter here. Showed the installation process only

Yes. How you are archiving is also matter. While Archiving select combined option & Read it. So, the associative with geometry to mesh will remain. Still any issue - msg us to +91 9666 666 425

These points are not editable in sketch as per tool limitation

Glad it was helpful!

observe carefully, and you will get the steps at the left bottom corner.

clear temp files & try to open from APDL Mechanical tool window. It may work.

For evaluating dynamic characteristics of slender structures like tall buildings or school buildings, it is necessary to consider the effect of uplift of the foundations. Earthquakes may cause separation at the interface of footing and supporting ground. When a structure vibrated the contact interface between footing and soil is reduced. Because of the concentration of stress in the remaining contact area the soil beneath the footing can deform plastically. So, calculating the response of the building considering geometrical nonlinearity of the connection is required. Hope this information serves your purpose.

Sure will consider the request and do in future videos. If you face any struggle in following this. will write the steps. Kindly let us know your concern

Kindly reach +91 9666 666 425 for more details

Hi Giri Prasad, Good morning! Yes, we do teach about Composites. Composites options are good in the ANSYS workbench. Pls reach our technical team for more details - +91 9666 666 426.

Glad you liked it

Glad it was helpful!