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37º IAHS World Congress on Housing: - Universidad de Cantabria

37º IAHS World Congress on Housing: - Universidad de Cantabria

37º IAHS World Congress on Housing: - Universidad de Cantabria

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XXXVII <str<strong>on</strong>g>IAHS</str<strong>on</strong>g><str<strong>on</strong>g>World</str<strong>on</strong>g> <str<strong>on</strong>g>C<strong>on</strong>gress</str<strong>on</strong>g> <strong>on</strong> <strong>Housing</strong>October 26 – 29, 2010, Santan<strong>de</strong>r, SpainCODE: 940EVALUATION OF CORROSION EFFECT IN REINFORCEDCONCRETE BY CHLORIDE EXPOSURE – FIRST RESULTSGiovanni Loreto *, Renato Iovino *** Phd stu<strong>de</strong>nt, Department of Urban and Regi<strong>on</strong>al Planning University of Napoli “Fe<strong>de</strong>rico II”, Napoli, Italy;giovanni.loreto@unina.it** Full professor, Department of Urban and Regi<strong>on</strong>al Planning University of Napoli “Fe<strong>de</strong>rico II”, Napoli, Italye-mail: reiovino@unina.itKey words: corrosi<strong>on</strong>, c<strong>on</strong>crete, accelerated test, rebar, service lifeAbstractDurability is generally <strong>de</strong>scribed as the ability of a material to maintain its physical and mechanicalproperties over time. In reinforce c<strong>on</strong>crete (RC) structures, c<strong>on</strong>crete is the i<strong>de</strong>al material to protect(cover) the steel reinforcement, given its high alkalinity. In envir<strong>on</strong>ments subjected to highlyaggressive c<strong>on</strong>diti<strong>on</strong>s (mostly due to the presence of chlori<strong>de</strong>s) c<strong>on</strong>crete may lose its protectivecharacteristics causing then the corrosi<strong>on</strong> of the steel reinforcement and accelerating the ageing.C<strong>on</strong>crete <strong>de</strong>gradati<strong>on</strong> and steel reinforcement corrosi<strong>on</strong> are phenomena closely c<strong>on</strong>nected.The aim of this work is the characterizati<strong>on</strong> of the relati<strong>on</strong>ship between corrosi<strong>on</strong> of the steelreinforcement and c<strong>on</strong>crete <strong>de</strong>gradati<strong>on</strong>, subjected to ageing by means of accelerate test in salt(chlori<strong>de</strong>) envir<strong>on</strong>mental. The accelerated corrosi<strong>on</strong> test is <strong>de</strong>veloped by the method of linearpolarizati<strong>on</strong>, used for i<strong>de</strong>ntificati<strong>on</strong> of corrosi<strong>on</strong> rate of the steel rebar. In this feature the values ofresidual strength characteristics of the material can be obtained, in relati<strong>on</strong> with both the corrosi<strong>on</strong> rateand width of cracks. If the time to reach a certain c<strong>on</strong>centrati<strong>on</strong> and the corrosi<strong>on</strong> speed of the rebarsare known, it is possible to draw a graph to predict the work life of the c<strong>on</strong>crete cover.This paper shows the results these tests.37º <str<strong>on</strong>g>IAHS</str<strong>on</strong>g> <str<strong>on</strong>g>World</str<strong>on</strong>g> <str<strong>on</strong>g>C<strong>on</strong>gress</str<strong>on</strong>g> On <strong>Housing</strong> Science 313

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