thread569-120376
Hello everyone,
I am writing a user beam element using the UEL of ANSYS, and I have problems, Please help me!
By now, I know how to write a 2node 6DOF beam element like beam4 element of ANSYS, and next I want to increased one more DOF based on this, I had changed the stiffness matrix and mass matrix, the calculation results were good under self-weight. But I don't know how to write the applied load vector in the UEL file, is it 14*1 vector? and what are the vector compositions? The vertical displacement results were very big under the axial temperature load, which should almost be zero.
Any good suggestions?
Very appreciate it!
Hello everyone,
I am writing a user beam element using the UEL of ANSYS, and I have problems, Please help me!
By now, I know how to write a 2node 6DOF beam element like beam4 element of ANSYS, and next I want to increased one more DOF based on this, I had changed the stiffness matrix and mass matrix, the calculation results were good under self-weight. But I don't know how to write the applied load vector in the UEL file, is it 14*1 vector? and what are the vector compositions? The vertical displacement results were very big under the axial temperature load, which should almost be zero.
Any good suggestions?
Very appreciate it!