Influence of Simulated Acid Rain Corrosion on the Uniaxial Tensile Mechanical Properties of Concrete

Abstract EN

An experimental study on the uniaxial tensile property of concrete exposed to the acid rain environment was carried out.

Acid rain with pH level of 1.0 was deposed by the mixture of sulfate and nitric acid solution in the laboratory.

Dumbbell-shaped concrete specimens were immersed in the simulated acid rain completely.

After being exposed to the deposed mixture for a certain period, uniaxial tensile test was performed on the concrete specimens.

The results indicate that elastic modulus, tensile strength, and peak strain have a slight increase at the initial corrosion stage, and with the extension of corrosion process, elastic modulus and tensile strength decrease gradually, while the peak strain still increases.

It is found that the compressive strength is more sensitive than the tensile strength in aggressive environment.

Based on the experimental results, an equation was proposed to describe the ascending branch of the stress-strain curve of the concrete corroded by acid rain.