Rebar Corrosion Investigation in Rubber Aggregate Concrete via the Chloride Electro-Accelerated Test.

As shown in Figure 10 and Figure 11 , it can be found that with the incorporation of rubber, the peak of potential change tends to be delayed, and the maximum change potential shows a decreasing trend. 3.3.

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As shown in Figure 17 and Figure 18 , the corresponding unit energy consumption shows an increasing trend as the corrosion time and rubber content increasing.

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