# Measurement of the Poisson expansion effect on crack openings in self-sensing concrete

**Authors:** Xueying Wang, Lee Scott Cunningham, Michele Win Tai Mak, Janet Lees, Abir Al-Tabbaa, Stuart Kenneth Haigh

PMC · DOI: 10.1038/s41598-025-04135-9 · 2025-07-01

## TL;DR

This paper introduces a new self-sensing method for concrete that detects cracks using electrical conductivity changes caused by Poisson expansion, without needing conductive additives.

## Contribution

A novel intrinsic self-sensing technique for concrete using conductive epoxy electrodes and Poisson expansion effects is proposed.

## Key findings

- Compressive load correlates with fractional change in resistivity in plain concrete samples.
- Poisson expansion significantly affects electrical signals beyond a certain load threshold.
- Electrode penetration equal to spacing is needed for stable measurements.

## Abstract

Concrete infrastructure tends to degrade with extended service life, but detecting deterioration with conventional inspection methods can be challenging. Existing approaches such as developing self-sensing concrete by adding electrically conductive fillers to the cement matrix often suffer from high costs and complex manufacturing processes for casting the concrete from fresh. This study looks beyond the commonly discussed resistance-based and capacitance-based self-sensing mechanisms in the elastic deformation regime of the concrete and investigates the changes in electrical conductivity due to micro-crack opening through Poisson expansion by utilising the measurement technique of drilling the concrete to insert conductive epoxy for electrode embedment to achieve intrinsic self-sensing on as-built regular concrete (i.e. without conductive fillers). Experimental results on existing plain concrete samples showed a good correlation between the compressive load and the fractional change in resistivity (FCR). Finite element analysis (FEA) was then used to further investigate the effect of changes in conductivity in the direction of loading and orthogonal directions on the measured electrical behaviour of the concrete. Results showed that the correlation between the FCR and the compressive load depends on the relationship between the load-parallel and -orthogonal gauge factors. Beyond a threshold level, the electrical signal picked up by the electrodes reflects the material’s behaviour in the direction orthogonal to the loading direction due to Poisson expansion. Further numerical simulation has suggested that to achieve a stable measurement, the electrodes’ penetration should equal the spacing.

## Full-text entities

- **Chemicals:** epoxy (MESH:D004853)

## Figures

6 figures with captions in the complete paper: https://tomesphere.com/paper/PMC12214844/full.md

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Source: https://tomesphere.com/paper/PMC12214844