Researchers at the University of Tsukuba inserted an aluminum pipe into reinforced concrete and filled it with an expansion agent to simulate the volumetric expansion of corroded rebar. The researchers believe their approach offers an alternative to electrochemical tests, which they say can lead to ambiguous results when simulating rebar expansion.



The maintenance of infrastructure is a priority for many administrations. However, current electrochemical-based methods of quantifying the deterioration of reinforced concrete can lead to ambiguous interpretations.Now, researchers from the University of Tsukuba have removed this ambiguity and improved the reliability of crack width measurements as a proxy for the underlying causes of this deterioration.

High-profile building collapses and ongoing efforts to contain nuclear waste highlight the need to accurately measure the deterioration of reinforced concrete in infrastructure.

A common means of doing so is to measure the width of surface cracks in the infrastructure being tested. Unfortunately, the laboratory electrochemical tests that are used to numerically relate crack width to the underlying damage to the infrastructure can be unreliable.

To better understand the factors that contribute to crack width, Professor Toshiyuki Kanakubo and colleagues prepared reinforced concrete blocks that each contained an aluminum pipe filled with an expansion agent.

This procedure enables a simulation of corrosion-induced expansion of a bonded reinforcement bar (i.e., a rebar). Prior research by Professor Kanakubo and coworkers indicated that this expansion is the main contributor to deterioration of the bond between the concrete and the metal reinforcements.

The researchers set out to further investigate this hypothesis, as well as the role of the stirrups (a type of rebar that holds other rebars together) in the aforementioned deterioration.

As Professor Kanakubo points out, “electrochemical approaches for simulating rebar expansion are problematic. Variations in the corrosion rate and loss of rebar sections add ambiguity to interpretations of bond degradation caused by corrosion.