Recent content by jgeren

Step 4 is velocity and step 5 is acceleration. They are all 1 sigma values. No stresses of use in either step. I don't even know if they are calculated as they are useless. I'm almost positive equivalent stress is the only usefull stress from PSD.

Here is one suggestion. Comment out the solve command and index your parameters and output them into a file. Maybe you can see where the mistake is. I understand the parameters need the solve to update, but it could be a typo elsewhere. Once this is confirmed, run a do loop for 1,2,1 and output...

P-Method is for linear static only, so I think the short answer is no. Whay use this method anyway?

I assume some type of non-linear analysis? PLastic maybe? I can help but would need to know a little more about the problem. Also, I think there are some macros on xansys for this. I'll take a look.

Whoops, I meant to say /gopr, NOT /nopr

Yup, just use the /nopr after the *do command exp. /output,test,out,,append *do,i,1,100,1 /nopr x%i%=i *enddo would output x1=1 x2=2 ... x100=100

This is a way to do it using the *msg command and puts them all in one csv file. Must be input through a file though. *msg does not work in command lines. *get,nnode,node,0,count *get,nmin,node,0,num,min *do,inode,1,nnode,1 *get,xdef,node,nmin,u,x *get,ydef,node,nmin,u,y...