Abstract
Micro-steel-fiber-reinforced recycled aggregate concrete (MSFR-RAC), an innovative and environmentally friendly construction material, is gaining traction in civil engineering due to its superior performance and sustainability. This study utilized in-situ CT tests to investigate the strength and deformation variations in MSFR-RAC influenced by micro-steel fibers. Calculation models for the fiber influence factor (FIF) on peak stress, peak strain, and ultimate strain were proposed, and the optimal volume fraction threshold for steel fibers was determined. Using CT scanning and 3D reconstruction, the internal pore structure, crack evolution, and spatial distribution of steel fibers were analyzed. The interaction mechanism between steel fibers and the concrete matrix was established based on crack evolution patterns. The results demonstrate that steel fibers significantly enhance the microscopic structure and mechanical performance of MSFR-RAC. This study provides essential technical and theoretical support for the design and application of MSFR-RAC in construction.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: 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.
