Corrosion of Aluminium and Zinc in Concrete at Simulated Conditions of the Repository of Low Active Waste in Sweden

Abstract

The corrosion performance of Aluminium (Al) and zinc (Zn) is of interest in repositories for radioactive waste as the production of hydrogen gas during their anoxic corrosion may create open pathways for the transport of radioactive ions. Al and Zn rods were embedded in concrete cylinders and immersed in artificial groundwater at anaerobic conditions for 2 weeks and up to 2 years in laboratory conditions. Corrosion rates were determined to enable predictions and estimations of risks for gas evolution and the assessment of the potential impact of corrosion on the structural integrity of concrete in the final repository of low and intermediate level metal-containing waste from dismantled nuclear power plants. Samples were collected after 2, 4, 12, 26, 52 and 104 weeks. The observed corrosion rates were higher for Al compared with Zn, as expected, but both materials revealed comparatively high initial corrosion rates that decreased with time, reaching steady state after 26–52 weeks. Some of the Al containing concrete cylinders were cracked as a result of the corrosion processes after 2 years of exposure, thereby providing free passage between the embedded metal and the surrounding environment. No such effects were observed for Zn. Comparative studies were performed on non-concrete-embedded Al and Zn immersed in artificial groundwater. Observed long-term corrosion rates (1–2 years) were similar to corresponding corrosion rates in concrete. The results indicate that immersion studies in artificial groundwater can be used to estimate the long-term corrosion performance of Zn and Al in concrete.

Hydrogen production through aluminium corrosion in a cement‐based matrix

“…Similar cracks were reported by Spasova et al [ 9 ] and attributed to the mechanical stress generated in the cement‐based matrix by the growth of the corrosion products layer at the metal/cement interface. Herting and Odnevall [ 10 ] also observed cracks in the cement‐matrix (CEM I) only after 2 years of exposure but the concrete cylinders containing the samples were immersed in an artificial groundwater with a lower initial pH (8.1 ± 0.2), thus promoting a passive state of the aluminium at the beginning of the exposure.…”

Comprehensive Assessment of Pcm Integrated Roof for Passive Building Design: A Study in Energo-Economics

“…However, under favourable conditions, aluminium is compatible with alkaline building materials in concrete [58]. Nevertheless, research on aluminum corrosion in concrete is ongoing, and there are still signi cant knowledge gaps in this area [59]. It is important to note that phase transition in PCM can cause a volume change, which, if it occurs rapidly, may deform the void former.…”