Is somebody engaged in a problem of calculation of
construction taking into account a influence of agressive environment
(influence chlorides on concrete, steel, reinforcement bar)? Model of
calculation, speed of penetration, how to use a FEM
for the account of coupling between the reinforcement bar (with
corrosion) and concrete (with corrosion).
If somebody knows something about theme, prompt, please.
My theme of the dissertation -
"Modeling of behaviour steel-reinforcement superstructures of bridge
taking into account defects and corrosion damages.
PhD Student in SSTU, Russia.