hello guys
i model a concrete column bridge and i don't know how can i model anchorage for unbonded post-tension in ABAQUS.post-tension is inside a Duct(Duct or Pip post-tension is empty.CUZ is unbonded).
please help me
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hello guys
i model a concrete column bridge and i don't know how can i model anchorage for unbonded post-tension in ABAQUS.post-tension is inside a Duct(Duct or Pip post-tension is empty.CUZ is unbonded).
please help me