The problem is that I design a concrete beam and install a cable inside. In one variant beam is modeled with plate (SHELL4) finite elements, in other variant - SOLID finite elements. In both models cable is modeled BEAM3D element.
Prestress load is applied to cable with temperature (Loads--> thermal-->define by CR).
In both models temperature and beam geometry are the same, but after prestressing beam's deflection changes a little in SOLID model. Could anyone help me, please?