Failures of prestressing and post-tensioning steel caused by hydrogen embrittlement as a consequence
of chloride-induced corrosion are well known in the civil engineering field. In order to monitor the
occurrence of localised corrosion in concrete structures (viaduct, prestressed concrete cylinder pipes,
pre-stressed and post-tensioned structures), the use of a Linear-Continuous-Reference-Electrode (LCRE)
has been proposed, claiming that, once a pit starts in any position on the pre-stressed steel, the potential
lowers to values typical of active range, giving promptly the evidence of pitting initiation. Since
concerns arise about the effectiveness of this system, a multi-reference electrode (MuRE) was proposed
and studied, consisting of a series of continuous metallic wires able to measure the potential of carbon
steel rebars and tendons. In 2007, four MuRE prototypes were installed on pre-stressed concrete beams;
results of potential monitoring performed during the first year are reported. The MuRE system is able to
detect and localize the occurrence of chloride-induced corrosion; the potential reading may be
interpreted as the average potential weighted on the crossed equipotential surfaces. As a consequence,
the length of a single reference electrode wire of the MuRE must be evaluated on the basis of geometry,
conductivity and throwing power of localized attack.
Keywords: concrete, chloride-induced corrosion, monitoring, reference electrode.