Mesh issues

[Anonymous]

please help me out, its urgent.

I have finished modelling and am having mesh issues with clouding. do I suppose to assign thickness to the clouding? see attachment

@Anonymous Artur Kosakowski marked Rafacascudo's post as the solution. If it did not work as an answer, please post your reply in this thread so that I can unmark the solution. 

[Rafacascudo]

if they are being meshed , then they are not claddings

[Anonymous]

yes is not meshed

[Anonymous]

the file is attached please, someone should look at it and tell me what is wrong

[Artur.Kosakowski]

Hi chris,

I'm not sure what help you need - is it to solve meshing issues? It seems like you missed the file.

[Artur.Kosakowski]

As I can't see the file:

1. Faces - most likely you have no load applied to some cladding

2. Incoherent meshes - Try to run detailed model correction to structural axes

3. Kinematic constrains

Make sure you have marked iterative adjustment of meshing. You may then decide on use or lack of generation of kinematic constrains

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.

[Anonymous]

thank you artur. but please the problem still haven't be solved. I still have one warning "Faces (the object without assigned thickness) not used in solid area generation. FE mesh has not been generated". what should I do to overcome this? please the file is attached, you can look at it as well for solution.

thanks. 

[Artur.Kosakowski]

You missed the file but had you checked that you applied loads to each of the defined claddings?

[Anonymous]

the file is attached now please.

I have not assign any load to any member of the structure, apart from the self weight of the structural menbers. 

thanks.

[Artur.Kosakowski]

Faces (the object without assigned thickness) not used in solid area generation. FE mesh has not been generated". what should I do to overcome this?

When as I wrote

1. Faces - most likely you have no load applied to some claddings

you define loads on the claddings this warning will no longer be displayed. In other words if you don't need to apply such loads just ignore it. 

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.

[Anonymous]

ok let me give it a trial that way. thaks

[Rafacascudo · Accepted solution]

Your model clearly has meshing precision problems like ,

You should watch the good webinars 1 and 2 about meshing best practices and troubleshooting. On Build your Robot Structural Analysis IQ - YouTube

Use the regular modeler instead of solid one .Unmark it On Tolls/job preferences/ work parameters

[Anonymous]

thank you so much. please this is the problem am having now. "Linear load has not been applied to a panel". what do I supposed to do and how do I do it. the file is attached as well.

[Anonymous]

please am still waiting for your response.

thanks

[Artur.Kosakowski]

@Anonymous Hi Chris, As you created another topic for load application I'd like to ask you if we may consider your meshing problem as solved and if so would you mind to accept Rafael's post as the solution so that others could find it faster?