{"title":"化学处理天然纤维纺织增强胶凝复合材料耐久性试验研究","authors":"Charitha Mudi, Amit Shaw","doi":"10.1016/j.conbuildmat.2025.140298","DOIUrl":null,"url":null,"abstract":"<div><div>Textile-reinforced cementitious composites (TRCCs) represent a significant advancement in lightweight construction, especially ideal for strengthening and retrofitting structural elements. Within this context, natural fiber-based textile-reinforced cementitious composites (NTRCCs) have become an emerging focus as a sustainable and cost-effective alternative to conventional fiber-reinforced composites, offering highly specific properties. Despite these advantages, the long-term mechanical performance of NTRCCs is not fully understood as the studies available are limited. The present study aims to evaluate the long-term mechanical performance of chemically modified natural fiber-based textile-reinforced cementitious composites. Ramie and Jute textiles, each comprising three different grid sizes (5 mm, 10 mm, and 15 mm), are used as reinforcements. Chemical modifications, such as alkaline treatment, are employed to pre-treat the respective fibers to address concerns such as fiber sensitivity within cement matrices. To evaluate the durability behavior of NTRCCs, accelerated aging tests are conducted under distinct conditions, including freeze-thaw (FT), heat–rain (HR), alkaline (AK), and chloride (Cl) environments. Specimens exposed to these conditions undergo uniaxial tensile tests, and microscopic studies are performed to analyze changes in the textiles within the composite after exposure. Additionally, crack patterns in aged specimens are examined. It is found that the ramie textile composites outperformed the jute textile composites. The specimens exposed to the Cl environment exhibit enhanced mean mechanical performance (20–25 %), likely due to the growth of a salt layer at the fiber-matrix interface. Conversely, the alkaline environment causes significant degradation in composite performance. Overall, treated textile composites demonstrate superior durability, retaining approximately 20 % more strength than untreated textile composites.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"466 ","pages":"Article 140298"},"PeriodicalIF":7.4000,"publicationDate":"2025-02-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Experimental investigation on durability of chemically treated natural fiber textile reinforced cementitious composite\",\"authors\":\"Charitha Mudi, Amit Shaw\",\"doi\":\"10.1016/j.conbuildmat.2025.140298\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Textile-reinforced cementitious composites (TRCCs) represent a significant advancement in lightweight construction, especially ideal for strengthening and retrofitting structural elements. Within this context, natural fiber-based textile-reinforced cementitious composites (NTRCCs) have become an emerging focus as a sustainable and cost-effective alternative to conventional fiber-reinforced composites, offering highly specific properties. Despite these advantages, the long-term mechanical performance of NTRCCs is not fully understood as the studies available are limited. The present study aims to evaluate the long-term mechanical performance of chemically modified natural fiber-based textile-reinforced cementitious composites. Ramie and Jute textiles, each comprising three different grid sizes (5 mm, 10 mm, and 15 mm), are used as reinforcements. Chemical modifications, such as alkaline treatment, are employed to pre-treat the respective fibers to address concerns such as fiber sensitivity within cement matrices. To evaluate the durability behavior of NTRCCs, accelerated aging tests are conducted under distinct conditions, including freeze-thaw (FT), heat–rain (HR), alkaline (AK), and chloride (Cl) environments. Specimens exposed to these conditions undergo uniaxial tensile tests, and microscopic studies are performed to analyze changes in the textiles within the composite after exposure. Additionally, crack patterns in aged specimens are examined. It is found that the ramie textile composites outperformed the jute textile composites. The specimens exposed to the Cl environment exhibit enhanced mean mechanical performance (20–25 %), likely due to the growth of a salt layer at the fiber-matrix interface. Conversely, the alkaline environment causes significant degradation in composite performance. Overall, treated textile composites demonstrate superior durability, retaining approximately 20 % more strength than untreated textile composites.</div></div>\",\"PeriodicalId\":288,\"journal\":{\"name\":\"Construction and Building Materials\",\"volume\":\"466 \",\"pages\":\"Article 140298\"},\"PeriodicalIF\":7.4000,\"publicationDate\":\"2025-02-08\",\"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/S0950061825004465\",\"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/S0950061825004465","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}
Experimental investigation on durability of chemically treated natural fiber textile reinforced cementitious composite
Textile-reinforced cementitious composites (TRCCs) represent a significant advancement in lightweight construction, especially ideal for strengthening and retrofitting structural elements. Within this context, natural fiber-based textile-reinforced cementitious composites (NTRCCs) have become an emerging focus as a sustainable and cost-effective alternative to conventional fiber-reinforced composites, offering highly specific properties. Despite these advantages, the long-term mechanical performance of NTRCCs is not fully understood as the studies available are limited. The present study aims to evaluate the long-term mechanical performance of chemically modified natural fiber-based textile-reinforced cementitious composites. Ramie and Jute textiles, each comprising three different grid sizes (5 mm, 10 mm, and 15 mm), are used as reinforcements. Chemical modifications, such as alkaline treatment, are employed to pre-treat the respective fibers to address concerns such as fiber sensitivity within cement matrices. To evaluate the durability behavior of NTRCCs, accelerated aging tests are conducted under distinct conditions, including freeze-thaw (FT), heat–rain (HR), alkaline (AK), and chloride (Cl) environments. Specimens exposed to these conditions undergo uniaxial tensile tests, and microscopic studies are performed to analyze changes in the textiles within the composite after exposure. Additionally, crack patterns in aged specimens are examined. It is found that the ramie textile composites outperformed the jute textile composites. The specimens exposed to the Cl environment exhibit enhanced mean mechanical performance (20–25 %), likely due to the growth of a salt layer at the fiber-matrix interface. Conversely, the alkaline environment causes significant degradation in composite performance. Overall, treated textile composites demonstrate superior durability, retaining approximately 20 % more strength than untreated textile composites.
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.