Experimental and numerical study of cracking of concrete due to reinforcement corrosion

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H I is the incident wave height, T z is the mean wave period, Ir is the Iribarren number or surf similarity parameter, h is the water depth at the toe of the structure, Ru is the

crack across the concrete cover but also some secondary cracks, in agreement with accelerated corrosion tests. • The impregnation under vaccuum of the samples with resin

Figure 3 and Figure 4 present the Nyquist diagrams of low carbon steel AISI 1018 registered in the model acetic solution, in the presence of kerosene (hydrocarbon), through

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We also study the longest relaxation time, τ 2 , as a function of temperature and the size of the sample for systems with Coulomb interactions, with short-range in- teractions and