Hi
All I am trying to model reinforced concrete column.I am using concrete damaged placity model.I used truss element for main reinforcement and ties .All main reinforcement and ties are embeded in concrete column.I need the following answer.
1-How ties confine the concrete column.
2-How can I apply the cyclic loading.
Please could you provide me any help in this regard.
MUHAMMAD YAQUB
PHD STUDENT
MANCHESTER UNIVERSITY