Dear friends,
I want to model a taper column with circular cross section in COMSOL and Abaqus software and consider its buckling. the problem is that my column's modulus of elasticity varies linearly from bottom to the top of column.
is it possible to model this column and define a function for E(elastic modulus) in COMSOL and Abaqus? if so, how can I do that?
Thanks for your time,
Warm regards,
Mojtaba