{"title":"工业和再生轮胎钢纤维增强胶凝复合材料在高温条件下的热稳定性和力学性能","authors":"Abdulaziz Alsaif, Yassir M. Abbas","doi":"10.1016/j.conbuildmat.2025.141580","DOIUrl":null,"url":null,"abstract":"<div><div>The integration of Recycled Tire Steel Fibers (RTSF) into cement-based materials offers a promising approach to enhancing sustainable construction practices; however, research on the performance of RTSF under elevated temperatures is critically limited. This study investigates the mechanical behavior of cementitious composites reinforced with RTSF at dosages of 0.75 and 1.0 (%, vol.), in comparison to composites reinforced with industrial steel fibers (ISF) and a plain control mixture. A systematic experimental methodology was employed, wherein the composites' compressive and flexural behaviors were assessed at ambient temperature (approximately 22°C) and after exposure to elevated temperatures of 300°C and 500°C for four hours. The results indicate that ISF maintained complete mass stability under these conditions, exhibiting no mass loss, whereas RTSF experienced gradual reductions of 0.71 % and 1.00 % at 300°C and 500°C, respectively. Following a four-hour exposure to 500°C, some of the tested plain and fiber-reinforced specimens were damaged. Microscopic evaluations revealed distinct thermal cracking patterns, with RTSF retaining its metallic sheen at 300°C while ISF showed degradation. The elastic modulus of the control mix decreased significantly from 25.8 GPa at 22°C to 11.9 GPa at 500°C, while RTSF demonstrated notable reductions in modulus due to microcracking. Notably, RTSF-1.0 demonstrated the highest strength gains at 22°C, with a 0.7 % increase in compressive strength and a 157.1 % increase in flexural strength compared to the control mix, and achieved the highest flexural strength of 8.3 MPa at 300°C, indicating potential benefits in crack arrest and chloride penetration reduction. These findings provide foundational insights into the viability of RTSF for applications in fire-resistant infrastructure, which highlights the importance of optimizing fiber dosage for enhanced performance.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"481 ","pages":"Article 141580"},"PeriodicalIF":7.4000,"publicationDate":"2025-05-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Thermal stability and mechanical behavior of cementitious composites reinforced with industrial and recycled tire steel fibers under elevated temperature conditions\",\"authors\":\"Abdulaziz Alsaif, Yassir M. Abbas\",\"doi\":\"10.1016/j.conbuildmat.2025.141580\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The integration of Recycled Tire Steel Fibers (RTSF) into cement-based materials offers a promising approach to enhancing sustainable construction practices; however, research on the performance of RTSF under elevated temperatures is critically limited. This study investigates the mechanical behavior of cementitious composites reinforced with RTSF at dosages of 0.75 and 1.0 (%, vol.), in comparison to composites reinforced with industrial steel fibers (ISF) and a plain control mixture. A systematic experimental methodology was employed, wherein the composites' compressive and flexural behaviors were assessed at ambient temperature (approximately 22°C) and after exposure to elevated temperatures of 300°C and 500°C for four hours. The results indicate that ISF maintained complete mass stability under these conditions, exhibiting no mass loss, whereas RTSF experienced gradual reductions of 0.71 % and 1.00 % at 300°C and 500°C, respectively. Following a four-hour exposure to 500°C, some of the tested plain and fiber-reinforced specimens were damaged. Microscopic evaluations revealed distinct thermal cracking patterns, with RTSF retaining its metallic sheen at 300°C while ISF showed degradation. The elastic modulus of the control mix decreased significantly from 25.8 GPa at 22°C to 11.9 GPa at 500°C, while RTSF demonstrated notable reductions in modulus due to microcracking. Notably, RTSF-1.0 demonstrated the highest strength gains at 22°C, with a 0.7 % increase in compressive strength and a 157.1 % increase in flexural strength compared to the control mix, and achieved the highest flexural strength of 8.3 MPa at 300°C, indicating potential benefits in crack arrest and chloride penetration reduction. These findings provide foundational insights into the viability of RTSF for applications in fire-resistant infrastructure, which highlights the importance of optimizing fiber dosage for enhanced performance.</div></div>\",\"PeriodicalId\":288,\"journal\":{\"name\":\"Construction and Building Materials\",\"volume\":\"481 \",\"pages\":\"Article 141580\"},\"PeriodicalIF\":7.4000,\"publicationDate\":\"2025-05-02\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Construction and Building Materials\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0950061825017301\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Construction and Building Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0950061825017301","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Thermal stability and mechanical behavior of cementitious composites reinforced with industrial and recycled tire steel fibers under elevated temperature conditions
The integration of Recycled Tire Steel Fibers (RTSF) into cement-based materials offers a promising approach to enhancing sustainable construction practices; however, research on the performance of RTSF under elevated temperatures is critically limited. This study investigates the mechanical behavior of cementitious composites reinforced with RTSF at dosages of 0.75 and 1.0 (%, vol.), in comparison to composites reinforced with industrial steel fibers (ISF) and a plain control mixture. A systematic experimental methodology was employed, wherein the composites' compressive and flexural behaviors were assessed at ambient temperature (approximately 22°C) and after exposure to elevated temperatures of 300°C and 500°C for four hours. The results indicate that ISF maintained complete mass stability under these conditions, exhibiting no mass loss, whereas RTSF experienced gradual reductions of 0.71 % and 1.00 % at 300°C and 500°C, respectively. Following a four-hour exposure to 500°C, some of the tested plain and fiber-reinforced specimens were damaged. Microscopic evaluations revealed distinct thermal cracking patterns, with RTSF retaining its metallic sheen at 300°C while ISF showed degradation. The elastic modulus of the control mix decreased significantly from 25.8 GPa at 22°C to 11.9 GPa at 500°C, while RTSF demonstrated notable reductions in modulus due to microcracking. Notably, RTSF-1.0 demonstrated the highest strength gains at 22°C, with a 0.7 % increase in compressive strength and a 157.1 % increase in flexural strength compared to the control mix, and achieved the highest flexural strength of 8.3 MPa at 300°C, indicating potential benefits in crack arrest and chloride penetration reduction. These findings provide foundational insights into the viability of RTSF for applications in fire-resistant infrastructure, which highlights the importance of optimizing fiber dosage for enhanced performance.
期刊介绍:
Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged.
Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.