{"title":"在高强度混凝土中回收电子废物作为纤维增强:一种可持续的方法","authors":"Hassan M. Magbool","doi":"10.1016/j.dibe.2025.100755","DOIUrl":null,"url":null,"abstract":"<div><div>The electronic industry's waste products, known as electrical waste fibers (EWF), present an opportunity for sustainable concrete reinforcement. This study investigates the use of EWF, primarily composed of brass fibers, as a natural material for enhancing the properties of high-strength concrete (HSC), addressing its inherent brittleness that often leads to sudden failure at ultimate load capacity. The effectiveness of EWF was evaluated under two scenarios: (1) HSC mixtures containing varying EWF ratios (0 %, 0.5 %, 1.0 %, 1.5 %, 2.0 %, and 3.0 % by volume), and (2) mixtures where steel fibers (SF) replaced EWF. A series of fresh, hardened, and morphological property tests were performed. The highest compressive strength of 54.77 MPa was achieved at 1.5 % SF, while the maximum tensile strength using EWF was observed at 3.0 % content, though with a reduced compressive strength of 40.74 MPa. Flexural strength reached 6.98 MPa at 1.5 % SF and decreased with higher dosages. Splitting tensile strength improved significantly in SF mixes, with up to a 20.92 % increase at 1.5 % SF content, whereas EWF mixes showed moderate gains. The modulus of elasticity improved by 14.72 % at 1.5 % SF and 12.25 % at 1.0 % EWF compared to the control mix. Optimal performance was achieved at 1.0 % EWF and 1.5 % SF, beyond which mechanical properties declined due to increased porosity and reduced structural continuity. These findings demonstrate the potential of EWF as a sustainable reinforcement material for HSC, contributing to enhanced durability and resource conservation.</div></div>","PeriodicalId":34137,"journal":{"name":"Developments in the Built Environment","volume":"24 ","pages":"Article 100755"},"PeriodicalIF":8.2000,"publicationDate":"2025-09-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Recycling electronic waste as fiber reinforcement in high-strength concrete: A sustainable approach\",\"authors\":\"Hassan M. Magbool\",\"doi\":\"10.1016/j.dibe.2025.100755\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The electronic industry's waste products, known as electrical waste fibers (EWF), present an opportunity for sustainable concrete reinforcement. This study investigates the use of EWF, primarily composed of brass fibers, as a natural material for enhancing the properties of high-strength concrete (HSC), addressing its inherent brittleness that often leads to sudden failure at ultimate load capacity. The effectiveness of EWF was evaluated under two scenarios: (1) HSC mixtures containing varying EWF ratios (0 %, 0.5 %, 1.0 %, 1.5 %, 2.0 %, and 3.0 % by volume), and (2) mixtures where steel fibers (SF) replaced EWF. A series of fresh, hardened, and morphological property tests were performed. The highest compressive strength of 54.77 MPa was achieved at 1.5 % SF, while the maximum tensile strength using EWF was observed at 3.0 % content, though with a reduced compressive strength of 40.74 MPa. Flexural strength reached 6.98 MPa at 1.5 % SF and decreased with higher dosages. Splitting tensile strength improved significantly in SF mixes, with up to a 20.92 % increase at 1.5 % SF content, whereas EWF mixes showed moderate gains. The modulus of elasticity improved by 14.72 % at 1.5 % SF and 12.25 % at 1.0 % EWF compared to the control mix. Optimal performance was achieved at 1.0 % EWF and 1.5 % SF, beyond which mechanical properties declined due to increased porosity and reduced structural continuity. These findings demonstrate the potential of EWF as a sustainable reinforcement material for HSC, contributing to enhanced durability and resource conservation.</div></div>\",\"PeriodicalId\":34137,\"journal\":{\"name\":\"Developments in the Built Environment\",\"volume\":\"24 \",\"pages\":\"Article 100755\"},\"PeriodicalIF\":8.2000,\"publicationDate\":\"2025-09-15\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Developments in the Built Environment\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2666165925001553\",\"RegionNum\":2,\"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":"Developments in the Built Environment","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2666165925001553","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
Recycling electronic waste as fiber reinforcement in high-strength concrete: A sustainable approach
The electronic industry's waste products, known as electrical waste fibers (EWF), present an opportunity for sustainable concrete reinforcement. This study investigates the use of EWF, primarily composed of brass fibers, as a natural material for enhancing the properties of high-strength concrete (HSC), addressing its inherent brittleness that often leads to sudden failure at ultimate load capacity. The effectiveness of EWF was evaluated under two scenarios: (1) HSC mixtures containing varying EWF ratios (0 %, 0.5 %, 1.0 %, 1.5 %, 2.0 %, and 3.0 % by volume), and (2) mixtures where steel fibers (SF) replaced EWF. A series of fresh, hardened, and morphological property tests were performed. The highest compressive strength of 54.77 MPa was achieved at 1.5 % SF, while the maximum tensile strength using EWF was observed at 3.0 % content, though with a reduced compressive strength of 40.74 MPa. Flexural strength reached 6.98 MPa at 1.5 % SF and decreased with higher dosages. Splitting tensile strength improved significantly in SF mixes, with up to a 20.92 % increase at 1.5 % SF content, whereas EWF mixes showed moderate gains. The modulus of elasticity improved by 14.72 % at 1.5 % SF and 12.25 % at 1.0 % EWF compared to the control mix. Optimal performance was achieved at 1.0 % EWF and 1.5 % SF, beyond which mechanical properties declined due to increased porosity and reduced structural continuity. These findings demonstrate the potential of EWF as a sustainable reinforcement material for HSC, contributing to enhanced durability and resource conservation.
期刊介绍:
Developments in the Built Environment (DIBE) is a recently established peer-reviewed gold open access journal, ensuring that all accepted articles are permanently and freely accessible. Focused on civil engineering and the built environment, DIBE publishes original papers and short communications. Encompassing topics such as construction materials and building sustainability, the journal adopts a holistic approach with the aim of benefiting the community.