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new user element programming in Ansys

new user element programming in Ansys

new user element programming in Ansys

(OP)
I am trying to get an general idea how to program an user element in ansys, could someone please give me some suggestions?  I am looking at the uel100 and uel101, these two examples seems not enough for me, could some one provide any more examples?  What I shold do in the subroutine? How to define the stiffness matrix , mass matrix, etc in the subrouthine?

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