Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations waross on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

FEA of Base Plate with stiffeners on Solidworks 1

Status
Not open for further replies.

gh2130

Mechanical
Jan 9, 2016
15
I am trying to do FEA of a base plate with stiffeners but not able to resolve the contact sets. I tried to use defining the automatic contact sets but getting an error that force is not transferred. I have attached my model and would greatly appreciate if someone can help resolve this.

GH
 
 http://files.engineering.com/getfile.aspx?folder=0f02bf16-7071-44ff-a9cb-a3ba501984a9&file=Base_Plate_Analysis.SLDPRT
Replies continue below

Recommended for you

Even though you are analyzing a beam attached to a base plate, you are analyzing such a short segment you shouldn't be using a beam element for it. Delete the one no penetration contact you have unless you are trying to analyze a broken weld. After that reapply your loading using a force and a torque on the solid at the end of the beam. It will run, then do your proper mesh refinements.
 
Thank you "gravityandinertia".

I did you have suggested i.e.

1. removed the 'no penetration' contact set
2. re-applied the load on the beam element - earlier i applied the load on the end node
3. re-run the mesh and analysis

However, now getting an error 'please define bonded contact sets between beam and solid/sheel'

Would greatly appreciate if you can help further.

GH
 
You didn't convert the beam element to a solid element under the parts folder. To do so, right click on it under the parts folder and select "treat as solid"
 
Hello 'gravityandinertia'

I have now changed the treatment as solid and applied the force and moment creating a reference axis.

Could you please go through the attached revised model and let me know that now everything is OK.

I am so very grateful for your help.

GH
 
 http://files.engineering.com/getfile.aspx?folder=8fd42821-5c35-405e-a66e-37faab902a47&file=Base_Plate_Analysis_R1.SLDPRT
Looks good to me as far as a successful setup goes, whether or not it practically matches your loading scenario and fixtures in the real world I can't say.

You're welcome.
 
Thanks a lot.

You have been really helpful.

Regards,
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor