Work

Multi-criteria optimization for sustainable concrete mix considering the synergistic effect of recycled steel fiber and LC3 concrete

Year: 2025
Type: article
Abstract: This study comprehensively investigates the microstructure, mechanical performance, environmental impact, and cost of a novel high-strength fibrous LC 3 concrete to determine the optimal mix for sustainable construction. Ten concrete mixes were designed: five were ordinary Portland cement (OPC)-based and five were limestone calcined clay cement (LC 3 ) based. Four volume fractions of recycled tire steel fibers (RTSF) were considered for reinforcing the concrete. Ultrasonic pulse velocity, compressive strength, splitting tensile strength, 3-point flexural strength, flexural toughness, residual strength, and energy absorption were evaluated to assess the mechanical properties. In addition to cost analysis, the global warming potential (GWP) technique was employed to analyze the CO 2 emissions of different mixes. The empirical relationships were developed to estimate the mechanical properties of OPC- and LC 3 -based concrete reinforced with RTSF. Additionally, LC 3 -based concrete reinforced with RTSF exhibited more favorable failure under uniaxial compression. Moreover, LC 3 -based concrete reinforced with RTSF showed comparable mechanical properties, flexural toughness, and flexural energy absorption to OPC-based concrete, while achieving lower costs and CO 2 emissions. Scanning electron microscopy (SEM) observations combined with flexural post-peak performance revealed that the synergistic effect of RTSF and LC 3 enhances the RTSF-paste matrix interface and improves the flexural post-peak behavior. Finally, based on multi-criteria ranking, the LC 3 concrete reinforced with 0.9% RTSF was identified as the optimal concrete mix.
Language: English
Open Access status: gold
Estimated APC paid: $1,940
OpenAlex ID: W7092360878
FWCI: 1.874
Cites: 71
Cited by: 5
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