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This chapter describes concrete corrosion.
Classification of test methods for concrete corrosion determination and evaluation were presented in [14].
New reinforced concrete corrosion initiation, corrosion rate and time-variant load models are proposed.
One type of damage can be ascribed to concrete corrosion by biogenic sulfuric acid.
Microbially induced concrete corrosion damages concrete structures, especially sewage collection systems, throughout the world, costing municipalities millions of dollars worldwide.
The tensile capacity allows the elimination of steel reinforcement as well as the concrete corrosion cover in structural applications.
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Bermuda has an aggressive marine environment, and experience has shown that galvanized reinforcement is a cost-effective solution to the concrete-corrosion problem.
It is worth to mention that the concrete structure corrosion occurs in two steps, corrosion initiation time and corrosion propogation time (Morga and Marano 2015).
Next, electrochemical techniques used for concrete reinforcement corrosion evaluation such as corrosion potential measurements, linear polarization, Tafel polarization, and electrochemical impedance spectroscopy are explained.
It can be seen that different researchers used different widths of cracks, water cement ratios, concrete types, corrosion periods as well as different methods of corrosion evaluation.
In addition, bond elements for reinforced concrete with corrosion are proposed in this paper along with a relationship between the shear stiffness and corrosion level of rebar.
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