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- W575027741 abstract "This paper describes a concrete corrosion cell, which has been developed to investigate the mutual influence on corrosion processes of rebars in carbonated concrete and rebars embedded in repair mortar. It analyses the influence qualitatively, and presents preliminary test results. A concrete corrosion cell consists of a solid concrete specimen, which contains electrodes (steel rebars) at carefully specified positions. A specially developed measuring system is set up to determine the very small corrosion currents. Each electrical circuit consists of two electrodes which are continuously interconnected by a copper wire through a resistor. Graphs show the test measurements of corrosion currents over time for the first three weeks after repair for two different climate conditions and three types of repair mortar. The climatic conditions were: (1) three weeks at 80% relative humidity; and (2) two periods of 50% relative humidity, with a long period of 100% relative humidity between them. The repair mortars used were: (1) CC-mortar; (2) PCC- mortar; and (3) PC-mortar. The results were only tentative, and the test programme will be continued to investigate the long-term effect of local repairs on corrosion processes. For the covering abstract of the conference see IRRD 858334. The French title of this paper is:- Influence des reparations locales sur la corrosion des aciers d'armature. The German title of this paper is:- Beeinflussung der Korrosion der Bewehrung durch oertliche Instandsetzungsarbeiten." @default.
- W575027741 created "2016-06-24" @default.
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- W575027741 date "1989-01-01" @default.
- W575027741 modified "2023-09-27" @default.
- W575027741 title "INFLUENCE OF LOCAL REPAIRS ON CORROSION OF STEEL REINFORCEMENT" @default.
- W575027741 hasPublicationYear "1989" @default.
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