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Steels continued breakdown potentials

Table 2.25 Breakdown potentials for 316S12 stainless steel (cold worked), high nitrogen stainless steel (cold worked), titanium-6Al-4V and cast-cobalt-chromium-molybdenum alloy in continuously aerated aqueous acidified chloride solution 0.23 m [C1 ] pH 1.5 at 25°C. ... Table 2.25 Breakdown potentials for 316S12 stainless steel (cold worked), high nitrogen stainless steel (cold worked), titanium-6Al-4V and cast-cobalt-chromium-molybdenum alloy in continuously aerated aqueous acidified chloride solution 0.23 m [C1 ] pH 1.5 at 25°C. ...
Cathodic protection is one of the methods to mitigate the corrosion of steel in concrete Figure 7.24. Some factors to be considered in this connection are remaining service life of the structure should be more than lOyr delamination and spalls should be less than 50% by weight of concrete half-cell potential should be less than —200 mV (indicating breakdown of passive film) the structure should be sound the reinforcing bars should be electrically continuous AC power should be available. [Pg.478]


See other pages where Steels continued breakdown potentials is mentioned: [Pg.145]    [Pg.797]    [Pg.178]    [Pg.905]    [Pg.272]    [Pg.169]    [Pg.301]    [Pg.352]    [Pg.317]    [Pg.246]   
See also in sourсe #XX -- [ Pg.3 , Pg.48 , Pg.49 , Pg.50 , Pg.51 ]

See also in sourсe #XX -- [ Pg.3 , Pg.48 , Pg.49 , Pg.50 , Pg.51 ]




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