MaddalenaDiSimone
Guest
Hello everyone, I started using abaqus for my thesis; In particular, I am modeling a isostatic cap beam with post-thesis cables and on which I have to verify what is the variation of deformation on steel and concrete following temperature changes. the program returns me well the expected deformations following the shooting of the cables; Unfortunately, however, when I analyze the deformative state due to temperature change, it seems that the elements are not connected to each other. of course concrete and steel have different thermal expansion coefficients for which I should be able to read deformations other than simple '=eδt