1. RESEARCH ON DURABILITY OF CONCRETE AGAINST SULFATE CORROSION.
- Author
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Shucai Pan, Bangyong Yu, and Jie Niu
- Abstract
As an important aspect of concrete durability damage, sulfate corrosion has attracted more and more people's general attention. Studying the durability of concrete against sulfate corrosion is conducive to ensuring the non-hazardous design of the concrete structure in the project, which is also very helpful to predict the service life of the project. This study simulates the corrosion characteristics of various sulfates on concrete under dry-wet cycle condi-tions through experimental methods, and studies the changes in the apparent characteristics, quality, deformation, and strength of concrete as the corrosion time increases. Based on the principle of fracture mechanics, three-point bending specimens are used to analyze the change mechanism of concrete fracture parameters under corrosion time, and to obtain the sulfate corrosion depth of concrete. According to the sulfate corrosion test, compared with the test samples without sulfuric acid corrosion solution, the test samples immersed in sulfuric acid concentration of 2.5% (A2.5 solution) and 10% (A10 solution) are all eroded by sulfur ions. After 30d-300d immersion in A2.5 and A10 solutions, the change trend of axial compressive strength and splitting tensile strength is basically the same. The corrosion time of 60d is the turning point of the change in the compressive strength of concrete. After a 300d test process, the compressive strength and tensile strength of the concrete in these two solutions are reduced to the lowest value. The compressive strength is 22.13 in the A2.5 solution and 21.13 in A10 solution, respectively, while the tensile strength is 1.83 in A2.5 solution and 1.81 inAlO solution, respectively. The changes of concrete axial compressive strength and splitting tensile strength with corrosion time are roughly the same, and both show a two-stage change pattern of first increasing and then decreasing. The difference is that the increase of the splitting tensile strength is at the initial stage of corrosion is smaller, but the deterioration is more serious in the later stage of the corrosion, indicating that sulfate corrosion has a greater impact on the splitting tensile strength of concrete. [ABSTRACT FROM AUTHOR]
- Published
- 2021