Dear Prof. Taylor,
I have still some issues with the implementation of load groups. I am posting an example of my case here:
boun
1 0 1 1 0
2 0 1 1 0
LOAD PROP 1
disp ! applying displacement of nodes for crimping
1 0 -0.1 -0.1 0
2 0 -0.1 -0.1 0
LOAD PROP 2
disp !applying displacement of nodes for bending
1 0 -1 0 0
2 0 -1 0 0
LOAD END
end
batch
prop,,1
end
2 3
0,0 1,1 2,1
batch
prop,,2
end
2 3
0,0 1,0 2,1
--Solution step follows--
Issues:
1. I also made another version where I specify displacement of end nodes for bending after I perform crimping
boun
1 0 1 1 0
2 0 1 1 0
LOAD PROP 1
disp ! applying displacement of nodes for crimping
1 0 -0.1 -0.1 0
2 0 -0.1 -0.1 0
LOAD PROP 2
edisp
3,24.85025,2,0,0
LOAD END
end
--Solution step follows--
Unfortunately either of the cases is not performing as intended. Can you please let me know if what I am doing is correct.
Warm Regards,
Chandra