An experimental investigation on the mechanical and thermal characteristics of eco-friendly concrete with coconut shell aggregate and coir fiber as reinforcement

IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Feng Huang, Jianying He, Dehe Peng, Shihua Fu
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Abstract

Coconut shell (CS) and coir fiber (CF) are components of coconut waste abundantly available in subtropical and tropical regions. This study aims to develop eco-friendly concrete by partially replacing coarse aggregate with CS and incorporating CF as reinforcement, while ensuring its mechanical properties are comparable to those of ordinary concrete—with no need for additional cement. To evaluate the effects of CS and CF on the mechanical and thermal properties of concrete, two groups of specimens were prepared: CS0, without CS, and CS10, with CS replacing 10 % of natural gravel (NG) by volume. Each group contained various CF contents ranging from 0 % to 0.32 % by weight of concrete for mechanical and thermal property testing. The results showed that, for both groups, compressive strength, flexural strength, and splitting tensile strength initially increased and then decreased with increasing CF content. However, replacing 10 % NG with CS exerted a negative effect on the mechanical properties of the concrete. The mechanism by which CS and CF influence mechanical properties was revealed through failure zone observations and microscopic analysis. CS failed by separating from the matrix at the concave-side interface, whereas NG failed primarily through fracture of the gravel itself. Additionally, the variations in thermal conductivity with temperature and relative humidity were examined, showing a monotonic increase. For both groups, thermal conductivity decreased with increasing CF content, with an additional 20 % reduction observed in group CS10. The concrete with CS replacing 10 % NG and incorporating 0.24 % CF exhibited mechanical properties comparable to those of ordinary concrete, with a thermal conductivity of 0.4 W/m·K at 20 ℃ in dry state. These findings demonstrate the combined incorporation of CS and CF at appropriate contents can serve as an effective approach for consumption reduction and energy conservation in the construction industry.
椰壳骨料配椰壳纤维环保型混凝土的力学和热特性试验研究
椰子壳(CS)和椰子纤维(CF)是亚热带和热带地区丰富的椰子废物成分。本研究旨在开发环保型混凝土,用CS部分替代粗骨料,并加入CF作为钢筋,同时确保其机械性能与普通混凝土相当,无需额外添加水泥。为了评价CS和CF对混凝土力学和热性能的影响,制备了两组试件:CS0,不含CS, CS10, CS取代天然砾石(NG)的体积为10 %。每组混凝土的CF含量从0 %到0.32 %不等,用于力学和热性能测试。结果表明,随着CF含量的增加,两组材料的抗压强度、抗折强度和劈裂抗拉强度均呈现先升高后降低的趋势。然而,用CS代替10 % NG对混凝土的力学性能有负面影响。通过破坏区观察和细观分析,揭示了CS和CF影响力学性能的机理。CS的失败是由于在凹面界面处与基质分离,而NG的失败主要是由于砾石本身的破裂。此外,研究了热导率随温度和相对湿度的变化,显示出单调增加。两组的热导率均随CF含量的增加而降低,CS10组的热导率又降低了20 %。用CS代替10 % NG,掺入0.24 % CF的混凝土,其力学性能与普通混凝土相当,在20℃干燥状态下导热系数为0.4 W/m·K。这些研究结果表明,在适当的含量下,CS和CF的结合可以作为建筑行业减少消耗和节能的有效方法。
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来源期刊
Construction and Building Materials
Construction and Building Materials 工程技术-材料科学:综合
CiteScore
13.80
自引率
21.60%
发文量
3632
审稿时长
82 days
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.
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