Mechanical behavior and microscopic damage mechanism of hybrid fiber-reinforced geopolymer concrete at elevated temperature

Geopolymer concrete (GPC) that is prepared from eco-friendly materials exhibits much more excellent resistance on high temperature compared with ordinary Portland cement concrete. In this study, hybrid fibers containing varying proportions of steel fiber (0.5%-2.0 %) and polyvinyl alcohol (PVA) fiber (0.2%-0.8 %) were incorporated in GPC. The hybrid fiber-reinforced geopolymer concrete (HFRGC) was subjected to temperatures ranging from 200 degrees C to 800 degrees C. The physical properties tests, mechanical properties tests, and microstructure tests of HFRGC were carried out at elevated temperatures, while the environmental impact and cost-effectiveness of HFRGC were assessed. The results of physical properties tests showed that the appearance and mass loss of the HFRGC were mainly affected by temperature, while hybrid fibers had a negligible effect on both. The appearance of HFRGC gradually transformed from gray to brick red with increasing temperature, and the mass loss of HFRGC at 800 degrees C was as high as 9.4 %. The mechanical performance test results indicated that the mechanical strength of HFRGC increased at 200 degrees C and then decreased with elevated temperature. At 200 degrees C, the compressive strength, splitting tensile strength, and flexural strength of HFRGC containing 1.5 % steel fibers and 0.6 % PVA fibers were respectively increased by 13.1 %, 14.7 %, and 4.4 % as compared with ambient conditions. The microstructure test results showed that further geopolymerization at 200 degrees C promoted the densification of the matrix. The matrix was damaged at higher temperatures violently while the porosity of HFRGC was dramatically increased from 13.35 % at 25 degrees C to 27.83 % at 800 degrees C. Based on the thermal behavior, environmental impact, and costeffectiveness of HFRGC, a reference for future research in the fire prevention of GPC was provided.