Synergistic effect of carbon textile reinforced cementitious composites on tensile and flexural behaviour

IF 3.9 2区 工程技术 Q1 ENGINEERING, CIVIL
Rose Dayaana , Chuanlong Zou , Borhan Uddin Rabbane , Chee Ghuan Tan , Kim Hung Mo , Geok Wen Leong
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Abstract

Textile Reinforced Concrete (TRC) is a composite material that combines a cement-based matrix with textile mesh reinforcement to enhance mechanical properties. While previous research has explored different reinforcement materials, the synergistic effects of combining carbon textiles with Fiber Reinforced Cementitious Composites (FRCC) containing short fibres have been understudied. This study investigates the synergistic effects of combining carbon textile reinforcement and short Polyvinyl Alcohol (PVA) fibres in Carbon Textile Reinforced Cementitious Composites (CTRCC) to enhance tensile and flexural performance. Various configurations of carbon textile layers and PVA fibre dosages were tested, with flexural behaviour assessed using a four-point bending test and tensile performance evaluated through direct tensile tests. The results indicate that increasing carbon textile layers significantly boosts tensile strength and flexural performance, with three layers improving tensile stress by up to 2671.4 %. However, benefits diminished with the addition of layers beyond two. The optimal configuration was found to be 1.0 % PVA fibre combined with two carbon textile layers, yielding the highest load-bearing capacity and reducing strain. While 1.5 % PVA fibres increased crack formation and reduced crack spacing, excessive fibre content led to performance degradation due to poor dispersion and clustering. A negative synergistic effect was observed with 1.5 % PVA fibres, resulting in a 71.1 % reduction in performance compared to 1.0 % PVA fibres. The results contribute to a better understanding of the mechanical behaviour of CTRCC and provide insights for enhancing the durability and strength of cementitious composites.
碳纤维织物增强胶凝复合材料对拉伸和弯曲性能的协同效应
纺织增强混凝土(TRC)是一种复合材料,结合了水泥基基体和纺织网增强,以提高机械性能。虽然以前的研究已经探索了不同的增强材料,但碳纤维纺织品与含短纤维的纤维增强胶凝复合材料(FRCC)的协同效应尚未得到充分研究。研究了碳纤维增强胶凝复合材料(CTRCC)与短聚乙烯醇(PVA)纤维的协同增效作用,以提高碳纤维增强胶凝复合材料的拉伸和弯曲性能。测试了碳纺织层和聚乙烯醇纤维剂量的各种配置,使用四点弯曲试验评估弯曲性能,通过直接拉伸试验评估拉伸性能。结果表明,增加碳纤维层数可显著提高材料的抗拉强度和抗弯性能,三层碳纤维层数可使材料的抗拉应力提高2671.4 %。然而,随着两层以上的层数的增加,收益减少了。结果表明,最佳结构为1.0 % PVA纤维与两层碳纤维织物相结合,具有最高的承载能力和应变降低能力。虽然1.5% %的PVA纤维增加了裂缝形成并减小了裂缝间距,但纤维含量过高会导致分散和聚集性差而导致性能下降。与1.0 % PVA纤维相比,1.5% % PVA纤维存在负协同效应,导致性能降低71.1 %。该结果有助于更好地理解CTRCC的力学行为,并为提高胶凝复合材料的耐久性和强度提供见解。
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来源期刊
Structures
Structures Engineering-Architecture
CiteScore
5.70
自引率
17.10%
发文量
1187
期刊介绍: Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.
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