Reply To: Non-linear calculation that fails, Deformation of a fence following an impact

[Raphaël BEVAN]

Hi Armin, 

 

Thanks a lot for your help from the beginning and for your latest advice, it saves a lot of time.

 

If I contact you one more time, it’s to ask another question about LS-DYNA. 

 

We wish to have the effort in our fixed support. We want the effort in every axes (X,Y,Z)

 

We tried some things with “Force Reaction” in “solution information” but the values were not logical so we think it’s not a good method. 

 

We looked on the internet but we didn’t find anything interesting. that is why I contact you to know if you have any idea how to obtain those values ? 

 

Otherwise thank you for all your answers during the month.

 

Best regards,