It has been claimed in the past that one of the main concerns regarding the
use of galvanized reinforcement is a possible decrease of the rebar/concre
te bond strength. The available results in the literature are contradictory
to this. Besides, no long-term-study results have been found. In this pape
r, a series of tests is presented that compares the bond of deformed bare r
ebars with galvanized ones, exposed up to 10 years to a chloride environmen
t in natural seawater (Mediterranean). In the case of galvanized rebars, th
e action of an H-2 inhibitor has been considered as well. The results show
that galvanized rebars maintain bond characteristics throughout the test pe
riod, with values much higher than the minimum requirements. The addition o
f an H-2 inhibitor or the use of cements with a high alkali content has sho
wn to be irrelevant in the long term.