Abstract:
New performance-based design codes are currently being developed, where the design life
of reinforced concrete structures will be estimated by taking into account not only the time to
initiation of reinforcement corrosion, but also the time it would take for the extent of corrosion
to reach a level where the structure is no longer fit for purpose. It is therefore important to
establish what level of corrosion, if any, can be permitted before the structural behaviour of the
reinforced concrete member is affected. In this paper the effect of corrosion products on the
bond strength and flexural behaviour of reinforced concrete slabs was investigated. Pull-out
tests confirmed that low levels of corrosion (less than 2% loss in steel cross-sectional area) can
result in improved bond between the reinforcing bars and the concrete. At higher corrosion
levels the empirical bond decay functions proposed by various researchers accurately predict
the bond strength. The flexural behaviour of the slabs is affected by the reduced bond between
the steel and the concrete, and this manifests during the load tests in a reduction in the number
of cracks but an increase in crack width, with increased corrosion levels. At high corrosion levels
(more than 8% loss in steel cross-sectional area) the flexural behaviour of the slabs is affected to
such an extent that brittle failure occurs.
