Abstract
• Rice straw fibers were pretreated by NaOH and grafted with Nano-SiO2, and modified rice straw fiber reinforced concrete (RSFRC) was prepared. • The mechanical and durability test of grafted Nano-SiO 2 modified RSFRC were conducted. • The experimental results shown that grafted Nano-SiO 2 was an effective method to improve the properties of RSFRC. • The research could promote the application crop waste in construction materials and help to reduce carbon dioxide emissions and natural resource consumption. As a green building material, plant fiber has been applied to replace traditional fiber in concrete in the past years. In this paper, the rice straw fiber was pretreated by NaOH and grafted with Nano-SiO 2 . The modified rice straw fiber reinforced concrete (RSFRC) was prepared. The mechanical properties of grafted Nano-SiO 2 modified RSFRC were tested, and GA-BP neural network model was established to predict the compressive strength of RSFRC. The dry and wet cycles were carried out to investigate the durability of RSFRC. The SEM and TG-DTA tests were adopted to analyze the interfacial transition zone. The results showed that grafted Nano-SiO 2 can improve the mechanical properties of RSFRC. With 3% Nano-SiO 2 concentration used on concrete with 2% rice straw fiber, the 28-day compressive strength increased by 28.6%, and flexural strength increased by 27.9% compared with ordinary RSFRC. On the other side, compared to the ordinary RSFRC, the compressive strengths of grafted Nano-SiO 2 modified RSFRC were increased by 8.3%, 20.7%, 40.1% with 1%, 2%, and 3% of fiber added after 90 dry-to-wet cycles. From the microstructure of RSFRC, it was found that the content of Ca(OH) 2 was reduced, and C S H gel was tightly wrapped in the interfacial transition zone due to the grafted Nano-SiO 2 modification. This research could promote the application of plant rice straw fiber in civil engineering.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.