Dear Feap team,
I'm now writing my own element considering distributed loads in the plane, just like body force. I have some possible method, but I'm not sure which one can work.
(1) using commands body force, b1, b2, b3 in MATE part
(2) applying node forces on all nodes, that is translate the body force to node force manually in advance.
(3) in user element, when isw=3 or 6, adding the body force contributions into residual vector.
(4) using command load,,q option in MATE part.
Could anybody tell me the feasibility of these method? I appreciate any help.
Best,