I want to model external prestressing in cantilever bridge.
I use rebar layer for internal prestress but I don't have any idea about external prestressing.
You can treat it as initial stress problem
First stage, apply strand force to anchor point.
second stage, add a prestressed strand to structure and release the force in stage 1. Your structure should stay stilland that is the final state.
I want to know about field variable in creep modeling. Does anyone have a reference that introduces this problem step by step?
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