Correlating damage and cracking with air (gas) permeability in concrete using the Brazilian tension test

This article investigates the relationship between stress, damage, crack propagation, and air (gas) permeability evolution in concrete using the Brazilian tension test. This investigation is important for situations where hazardous gases are in contact with concrete as it quantifies the effect that damage of concrete has on gas permeability. Cylindrical concrete disc specimen of diameter 101.6 mm and thickness 50.8 mm were used for this study. Acoustic emission sensors are used to observe damage occurrence and propagation in the concrete, while a digital image correlation set-up is used to precisely measure the crack opening displacement. A vacuum flow system is attached to the rear side of the concrete under loading to measure apparent air permeability through the concrete specimen before and after cracking. The collected data is synchronized and analyzed to correlate damage and crack propagation and air permeability evolution in concrete under tension stresses. It was found that the air (gas) permeability increased by over six orders of magnitude as the concrete cracking occurs and changes in air (gas) permeability directly correlate with changes in concrete damage and fracture.

Automated summary

This article investigates the relationship between stress, damage, crack propagation, and air permeability evolution in concrete using the Brazilian tension test. The results show that the air permeability increases by six orders of magnitude as the concrete cracks, and the changes in air permeability are directly correlated with changes in damage and fracture in concrete.