Corrosion of Reinforcement in Concrete - Monitoring, by Papers from EUROCORR '97 - by Mietz, J.; Elsener, B.;

By Papers from EUROCORR '97 - by Mietz, J.; Elsener, B.; Polder,R.(eds.)

The result of study information and alertness of varied prevention, security and remedial tools are mentioned, including facets of the knowledge of the mechanisms of the methods which are concerned. adventure within the box with the appliance of electrochemical tools for defense and recovery and techniques for tracking the security are defined.

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Extra resources for Corrosion of Reinforcement in Concrete - Monitoring, Prevention and Rehabilitation:

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Corrosion '92, Paper 208. NACE, Houston, Tx, 1992. 3. J. E. Bennet and T. A. Mitchel, Reference electrodes for use with reinforced concrete structures. Covrosion '92. Paper 91. NACE, Houston, Tx, 1992. 4. P. Castro, A. A. Sagiiks, E. I. Moreno, L. Maldonado and J. GenescB, Characterisation of activated titanium solid reference electrodes for corrosion testing of steel in concrete, Corrosion, 1996, 52 (8), 609-617. 5. S. Atlung and T. Serrensen, The potential of battery active manganese dioxide, Electrochim.

75% chloride. See text forfurther explanation. + 170 _I__ c a, +- a" Cathodic 160 The tests described below serve primarily to document the ability of the Mn0,electrode to recover after thermal cycling. In one test, ten Mn0,-electrodes were placed in a thermostated solution of saturated Ca(OH), and measured against a SCE, which was immersed in the solution for 1min before each series of ten readings. The time was probably too short for the SCE to reach a steady potential. 77 mV/ "C found in this particular test.

Covvosion Induced Cracking of Xeinfovcing Steel 25 90 80 70 20 10 1 2 5 10 20 Lifetime (h) 50 100 200 500 Coz = carbon content of decarburised zone. = depth of decarburised zone. d, Fig. 6 SCC-bekaviour of different hot rolled ribbed reinforcing bars in boiling 30% calcium nitrate solution. No considerable external stress is necessary to cause stress corrosion cracking. Internal tensile stresses resulting from production (twisting) or processing (bending) are sufficient to produce SCC in sensitive steels.

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