Modelling buckling with abaqus
Modelling buckling with abaqus
(OP)
Dear friends,
I want to model a taper column with circular cross section in Abaqus software and consider its buckling under self-weight, top point load and finally in existence of lateral load (static and dynamic). the problem at this point 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 Abaqus? if so, how can I do that? I will greatly appreciate you if you can let me know how to model my column.
Thanks for your time,
Warm regards,
Mojtaba
I want to model a taper column with circular cross section in Abaqus software and consider its buckling under self-weight, top point load and finally in existence of lateral load (static and dynamic). the problem at this point 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 Abaqus? if so, how can I do that? I will greatly appreciate you if you can let me know how to model my column.
Thanks for your time,
Warm regards,
Mojtaba





RE: Modelling buckling with abaqus
An initial temperature with spatial variation through an analytical field can be assigned with in the load module.
RE: Modelling buckling with abaqus
thank you so much.how can I do them?
RE: Modelling buckling with abaqus
This stuff is pretty simple, so you should learn these Abaqus basics.
RE: Modelling buckling with abaqus
slow down my friend, I appreciated your help.
RE: Modelling buckling with abaqus
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