MACROCELL CORROSION OF STEEL IN CONCRETE – EXPERIMENTS AND NUMERICAL MODELLING
MACROCELL CORROSION OF STEEL IN CONCRETE – EXPERIMENTS AND NUMERICAL MODELLING
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混凝土中钢的宏观细胞腐蚀——实验和数值模拟
DOI:
10.1201/9781439823910.ch7
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发表时间:
2001
期刊:
影响因子:
--
通讯作者:
B. Elsener
中科院分区:
文献类型:
--
作者:
S. Jäggi;H. Böhni;B. Elsener
Macrocell corrosion with a local anode and a large cathode frequently occurs in chloride induced corrosion of rebars in concrete and is responsible for very high local corrosion attacks and reduction in cross section of the rebars found e.g. in bridge decks or substructures. In model macrocells in mortar and in concrete the influence of resistivity, temperature and geometrical arrangement (area ratio between cathode and anode, location of cathode) on macrocell current and its distribution on the cathode has been studied. The cathodic oxygen reduction reaction and the anodic dissolution of the steel in pitting conditions have been studied separately and used as input data for the numerical modelling of the macrocell with the same geometrical anode / cathode arrangements as the mortar experiments. A very good agreement between modelling and experiments was found for the total macrocell current, its distribution and its temperature dependance. This numerical approach allows to perform parameter studies very rapidly and to design experiments with macrocells in concrete in a rational way.