Fatigue loading is a significant factor in determining the service life of
the marine concrete structures, as it considerably enhances the deteriorati
on process in a corrosive marine environment. To evaluate the durability of
marine concrete structures subjected to fatigue loading, accelerated labor
atory testing was carried out on full- and half-size reinforced concrete sp
ecimens, subjected to static and fatigue loading with three different water
cement ratios (w/c = 0.3, 0.4, and 0.6). The marine tidal zone was simulat
ed by alternate filing and draining of the tank, and a galvanostatic corros
ion technique was used to accelerate corrosion of the reinforcement. Half-c
ell potential measurements and crack investigations were followed by ultima
te strength testing. The significant findings include the adverse effect of
fatigue loading, existence of an explicit size effect, and the negative ef
fect of increasing water/cement ratio. (C) 2001 Elsevier Science Ltd. All r
ights reserved.