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The total current required for each specimen was calculated on the basis of the total steel surface area, using corrosion current density of 2.0 mA/cm2.0
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Post-exposure sample evaluations might suggest that, some particular steel surface areas have been subjected to a dramatic change in the corrosion mechanism from initial localized attack to general corrosion.
In the current article also, for design parameters, percentages of tensile steel rebars, surface area of CFPR sheets, and the effective pre-stressing stress in RC beams retrofitted with pre-stressed CFPR sheets have investigated.
ULCC, stiffness, and the ability of energy depreciation of these samples effected by parameters such as percentage of tensile steel, CFRP surface area, and the effect of pre-stressing stress.
Mihashi et al. (2011) reported that only 11.8% of steel bar surface area was corroded, but with zero corrosion depth in hybrid fibre reinforced cementitious composite (HFRCC) specimens, compared with 100% corroded surface area and 3.1 mm corroded depth in reference mortar specimens.
Therefore, continuous adsorption of inhibitors on the surface of mild steel covers the surface area to protect the metal from attack by corrosion [6].
The main result is the formation of a double layered oxide on the steel surface in the irradiated area.
Results from examined specimens with optimum steel rebar percentage, CFRP surface area percentage, and CFRP pre-stressing which had the most enhancement on ULCC and energy depreciation are reported in the current article.
All examined model data informations regarding materials specifications, geometry and dimensions, steel rebar percentages, CFRP surface area percentages, and CFRP pre-stressing, are depicted in Tables 1, 2, 3, 4, 5, 6, 7, 8, 9, and 10.
The results reported in this study show how, in such a situation, regeneration of EDTA is made possible by introducing carbon steel coupons of known surface area in the dissolution formulation.
In this paper, it was investigated that using different amount of parameters such as steel rebar percentage, CFRP surface area percentage, and CFRP pre-stressing, the resulted ULCC and energy depreciation of the specimens was observed to be increasing and decreasing.
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