Influence of fibers on the multiscale properties of fly ash and slag based geopolymer foam concrete

材料科学 复合材料 粉煤灰 残余强度 韧性 抗压强度 聚合物 热导率 纤维 聚乙烯醇 熔渣(焊接) 地聚合物水泥 微观结构 热的 断裂韧性 磨细高炉矿渣 泡沫混凝土 熔点 极限抗拉强度 熔化温度 数字图像相关
作者
S. Li,Shilong Qiu,Hongyi Zheng,Haifeng Yu
出处
期刊:Construction and Building Materials [Elsevier BV]
卷期号:515: 145596-145596 被引量:4
标识
DOI:10.1016/j.conbuildmat.2026.145596
摘要

To address the need for low-carbon, lightweight, high-strength, and thermally insulating wall materials in prefabricated construction, this study systematically investigated the effects of polyvinyl alcohol (PVA) and glass fibers on the properties of chemically foamed fly ash-slag geopolymer foam concrete (GFC) at different temperatures. Multi-scale characterization techniques, including XRD, SEM, and digital image correlation (DIC), were employed to analyze compositional, microstructural, and crack‑evolution behaviors.The results show that while fiber addition reduces fluidity and raises dry density, it markedly enhances both mechanical and thermal performance. At a fiber length of 9 mm and content of 0.3 %, PF/GF reinforced GFC achieved a dry density of about 710 kg/m³ (<2 % increase), a compressive strength near 5 MPa (>20 % increase), and a thermal conductivity of 0.07–0.08 W/(m·K) (about 20 % reduction). At ambient temperature, PVA fibers bond tightly with the GFC matrix, refine the pore structure, and substantially improve toughness and crack resistance. Above 400 ℃, however, GF reinforced GFC retains higher residual strength and structural integrity due to its significantly higher melting point compared to PVA fibers. DIC and microstructural analyses confirm that GF maintains effective crack‑bridging and a stable fiber‑matrix interface under high temperature, while PVA fibers degrade and lose their reinforcing capability. By integrating DIC with SEM, a multi-scale framework linking macroscopic failure to microstructural response was established, elucidating the damage mechanisms of GFC under thermo-mechanical loading. These findings provide theoretical and technical support for developing lightweight, high-strength, and heat-resistant sustainable building materials. • Developed a low-carbon, lightweight, and high-strength GFC that meets the A10 level. • When the fiber length maintains at around 9 mm, the performance of GFC is optimal. • In environments below 200 ℃, PF is preferred as the reinforcing fiber for GFC. • GF has more advantages than PF in high temperature condition above 400 ℃. • Combining DIC and SEM to correlate macroscopic deformation with microstructure.
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