Steel and carbon fibers make concrete self-sensing
Researchers tested concrete mixtures containing 0.12 to 0.48 percent carbon fiber for compressive strength and volume resistivity.
Recent research published in Case Studies in Construction Materials explores a novel approach to self-sensing concrete using steel and carbon fibers. The study, led by Jiuyang Li and colleagues, investigates a hybrid conductive system that integrates four types of steel fibers with short-cut carbon fibers to achieve high compressive strength, low electrical resistivity, and reliable piezoresistive response. This approach aims to create concrete that can monitor its own structural health without external sensors.
The research team conducted a detailed orthogonal experiment involving sixteen hybrid mixtures and a plain concrete control. Variables included steel fiber type, volume fraction, and carbon fiber content. The mixtures were assessed for compressive strength, volume resistivity, and sensing behavior under compression. Results showed that all hybrid mixtures outperformed the control in strength, with the best performing specimen containing copper-coated steel fibers and carbon fibers achieving a compressive strength of 60.17 megapascals.
Microscopic analysis revealed that carbon fibers fracture across the cement matrix, enhancing tensile strength, while steel fibers form a network that supports energy absorption and conductivity. The study found that excessive carbon fiber content could weaken the matrix, emphasizing the need for balanced fiber proportions.
Electrically, the hybrid concretes significantly reduced resistivity compared to plain concrete, with the best specimens achieving resistivity below 200 ohm-meters. Carbon fiber content was identified as the most influential factor for conductivity, followed by steel fiber content. The interconnected fiber network facilitates pressure sensing by reducing resistivity under load, with copper-coated steel fiber hybrids showing the highest sensitivity.
Cyclic loading tests demonstrated the material's potential as a built-in stress gauge, although some baseline drift was noted due to internal compaction. The study acknowledges the need for further research on corrosion and long-term durability, particularly concerning copper-coated steel fibers. Despite these challenges, the research represents a step towards infrastructure that can autonomously report its condition, potentially transforming how engineers monitor structural health.
Source: Carbon Fiber Feed
