Enhancement of Tensile Performance of Cementless Fiber-Reinforced Slag Composites Incorporating Recycled Tire Powder

This study investigates the tensile performance of cementless fiber-reinforced slag composites incorporating recycled tire powder (RTP). The primary objective is to enhance the ductility and crack-control capabilities of the material while promoting sustainability by using industrial by-products (slag) and waste materials (tires). RTP is used to replace the fine aggregate (silica sand) by volume in five increments from 0% to 80%. Dog-bone-shaped specimens are fabricated and subjected to direct tensile testing after 28 days of air curing. Crack patterns are analyzed using Digital Image Correlation (DIC). The results indicate that increasing the RTP content leads to a higher number of microcracks and more effective crack width control, which is attributed to the matrix-weakening and crack-bridging effects of the RTP particles. RTP content of 60% was found optimal and significantly enhancing the tensile performance, achieving a tensile strength of 8.25 MPa and strain capacity of 8.16%. This demonstrates the potential of RTP for creating highly ductile, durable, and eco-friendly construction materials.

Authors

Publication Details

Journal
Korean Society of Hazard Mitigation
Published
2025-12-24
DOI
https://doi.org/10.9798/kosham.2025.25.6.1
Primary Topic
Innovative concrete reinforcement materials
Type
article
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article

Enhancement of Tensile Performance of Cementless Fiber-Reinforced Slag Composites Incorporating Recycled Tire Powder

Doo-yeol Yoo, Seong Yun Woo, Yun-sang Na, Jin-Hyeok Kim
Korean Society of Hazard Mitigation
Innovative concrete reinforcement materials
article

Enhancement of Tensile Performance of Cementless Fiber-Reinforced Slag Composites Incorporating Recycled Tire Powder

Doo-yeol Yoo, Seong Yun Woo, Yun-sang Na, Jin-Hyeok Kim
article en

Abstract

This study investigates the tensile performance of cementless fiber-reinforced slag composites incorporating recycled tire powder (RTP). The primary objective is to enhance the ductility and crack-control capabilities of the material while promoting sustainability by using industrial by-products (slag) and waste materials (tires). RTP is used to replace the fine aggregate (silica sand) by volume in five increments from 0% to 80%. Dog-bone-shaped specimens are fabricated and subjected to direct tensile testing after 28 days of air curing. Crack patterns are analyzed using Digital Image Correlation (DIC). The results indicate that increasing the RTP content leads to a higher number of microcracks and more effective crack width control, which is attributed to the matrix-weakening and crack-bridging effects of the RTP particles. RTP content of 60% was found optimal and significantly enhancing the tensile performance, achieving a tensile strength of 8.25 MPa and strain capacity of 8.16%. This demonstrates the potential of RTP for creating highly ductile, durable, and eco-friendly construction materials.

Korean Society of Hazard MitigationVol. 25(6)
Industry, innovation and infrastructure
Openalex Percentile: Top 37%
Innovative concrete reinforcement materials
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