Research on SO42- Migration and Reaction of Hybrid Fiber Concrete Under Stray Current
ZHANG Lu1, XU Zhiming1, WEN Bo2,*, NIU Ditao2, LI Hui1, LIANG Haonan1, JI Zhiyuan2
1 College of Materials Science and Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China 2 School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China
Abstract: To explore the effect of stray current and sulfate on the durability of hybrid fiber concrete, the damage mechanism, SO42- migration and reaction rule of basalt/polypropylene fiber reinforced concrete under the action of stray current and sulfate were studied in this work by testing sulfate ions and erosion products. The results show that:(ⅰ) With the increase of stray current density, the SO42- concentration in hybrid fiber concrete also increases. Compared with the SO42- concentration of concrete under the current density of 1.2 mA/dm2, the corresponding values of 2.4 mA/dm2 and 4.8 mA/dm2 increase by 64.5% and 133.1%, respectively. (ⅱ) The sulfate resistances of hybrid fiber concrete specimens can be sequenced as NC-30<BPC-30-0.2<BC-30-0.1<PC-30-0.1≈BPC-30-0.1<BC-40-0.1<BC-50-0.1. The optimal content of basalt and polypropylene fiber is 0.1vol%, and the “negative mixing effect” will occur when fiber content exceeds this limit value. (ⅲ) With the migration of OH- transported by stray current, the internal pH value of concrete decreases and the content of Ca(OH)2 decreases. Furthermore, according to Fick's second diffusion law, this work tried to propose the influence coefficient of stray current on SO42- reaction quantity, and to establish a SO42- diffusion coefficient model of hybrid fiber concrete. By introducing fiber influence coefficient and geometric bending coefficient, the SO42- diffusion equation of hybrid fiber concrete considering the coupling of stray current and sulfate could be established.
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