Mechanical Properties of Ultra-High Performance Concrete (UHPC) and Ultra-High Performance Fiber-Reinforced Concrete (UHPFRC) with Recycled Sand

• Published in: International journal of concrete structures and materials 2024, 18(7), 82, pp.1327-1346
• Main Authors: Choi, Donguk, Hong, Kyungchan, Ochirbud, Munkhtuvshin, Meiramov, Didar, Sukontaskuul, Piti
• Format: Article
• Language: English
• Subjects: Building Materials; Compressive strength; Concrete construction; Cost analysis; Design optimization; Engineering; Environmental impact; Experimental packing density; Fiber reinforced concretes; Fly ash; Life cycle assessment; Mechanical properties; Modulus of elasticity; Packing density; Porosity; Portland cements; Raw materials; Recycled sand; Reinforced concrete; Reinforcing steels; Sand; Silica fume; Solid Mechanics; Steel fibers; Structural Materials; Tensile strength; UHPC; UHPRFC; Ultra high performance concrete; Ultra-High-Performance Fiber-Reinforced Concrete (UHPFRC) with low embedded carbon; Wet processing; 토목공학
• ISSN: 2234-1315; 1976-0485; 2234-1315
• DOI: 10.1186/s40069-023-00631-2

Use of high-cost raw materials such as quartz sand can limit wider application of ultra-high performance concrete in concrete construction. In this experimental study, recycled sand was used to fabricate ultra-high performance concrete (UHPC) and ultra-high performance fiber-reinforced concrete (UHPFRC). Green UHPC with ordinary Portland cement and industrial by-products such as silica fume, fly ash, as well as recycled sand was first developed through two-step packing density tests to optimize the mix design. UHPFRC was then developed based on the UHPC mix designs and by using 1%, 2%, or 3% 13-mm straight steel fibers (SSF). The compressive strength, elastic modulus, and flexural tensile strength was 128 MPa, 46.9 GPa, and 11.9 MPa, respectively, after 28 days at water-to-binder ratio of 0.17 and with 2% SSFs. All high-performance concretes in this work utilized 100% commercially available recycled sand that was produced by wet processing method. Mechanical characteristics such as strength, elastic modulus, and density, absorption, and voids of the UHPC/UHPFRC were investigated. Development of autogenous shrinkage of UHPC/UHPFRC with recycled sand was monitored for 12 weeks, while mercury intrusion porosimetry test and scanning electron microscopy were performed for microstructural investigation. Finally, the environmental impacts and economical aspects of the green UHPC were evaluated by life cycle assessment (LCA) and cost analysis.