Abstract:
Corrosion of reinforcing steel is the result of poor durability performance of reinforced concrete structures. Carbonation of
concrete caused by the diffusion of carbon dioxide into the concrete is one of the major factors responsible for reinforcing
steel corrosion. A carbonation model which predicts the rate and extent of carbonation is useful not only in the design phase
by facilitating the right choice of materials, but also in helping to assess the rate and extent of carbonation of existing
structures. Most of the currently available carbonation models predict the depth of carbonation based on constant humidity
conditions. The influence of varying climatic conditions (i.e., drying and wetting cycles) is not taken into consideration in
predicting depth of carbonation. However, current approaches may be conservative or non-conservative, depending on the
different climatic conditions which influence the rate of carbonation. The main aim of this study was to develop or modify
a carbonation model to as to accommodate varying climatic conditions. The carbonation model developed is validated
based on experimental data from specimens prepared with different concrete mixes exposed to natural carbonation.
