In this book, deep investigations have been conducted for the
effects of various environmental actions namely, chloride,
temperature, oxygen, carbonation and moisture on the corrosion of
reinforcing steel in concrete through extensive experimentation and
modeling for the environment variables that have been overlooked in
the past research. A semi-experimental-theoretical approach was
adopted. The enhanced corrosion model being in close agreement with
the experiment results predicts the corrosion rate and potential of
steel in concrete for mass and energy transport through porous
media with good accuracy and precision. Influential parameters on
prediction of corrosion in RC structures involving the severe
environmental loadings are experimentally determined and
numerically discussed through parametric study. Appropriate
parameters for material modeling of corrosion on the basis of
present computational scheme are successfully identified by
experimentation.
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