Baziak Agnieszka, Pławecka Kinga, Hager Izabela, Castel Arnaud, Korniejenko Kinga
Chair of Materials Engineering, Faculty of Material Engineering and Physics, Cracow University of Technology, Jana Pawła II 37, 31-864 Cracow, Poland.
Chair of Building Materials Engineering, Faculty of Civil Engineering, Cracow University of Technology, Warszawska 24, 31-155 Cracow, Poland.
Materials (Basel). 2021 Oct 1;14(19):5741. doi: 10.3390/ma14195741.
The aim of this paper is to analyze the influence of hybrid fiber reinforcement on the properties of a lightweight fly ash-based geopolymer. The matrix includes the ratio of fly ash and microspheres at 1:1. Carbon and steel fibers have been chosen due to their high mechanical properties as reinforcement. Short steel fibers (SFs) and/or carbon fibers (CFs) were used as reinforcement in the following proportions: 2.0% wt. CFs, 1.5% wt. CFs and 0.5% wt. SFs, 1.0% wt. CFs and 1.0% wt. SFs, 0.5% wt. CFs and 1.5% wt. SFs and 2.0% wt. SFs. Hybrid reinforcement of geopolymer composites was used to obtain optimal strength properties, i.e., compressive strength due to steel fiber and bending strength due to carbon fibers. Additionally, reference samples consisting of the geopolymer matrix material itself. After the production of geopolymer composites, their density was examined, and the structure (using scanning electron microscopy) and mechanical properties (i.e., bending and compressive strength) in relation to the type and amount of reinforcement. In addition, to determine the thermal insulation properties of the geopolymer matrix, its thermal conductivity coefficient was determined. The results show that the addition of fiber improved compressive and bending strength. The best compressive strength is obtained for a steel fiber-reinforced composite (2.0% wt.). The best bending strength is obtained for the hybrid reinforced composite: 1.5% wt. CFs and 0.5% wt. SFs. The geopolymer composite is characterized by low thermal conductivity (0.18-0.22 W/m ∙ K) at low density (0.89-0.93 g/cm).
本文旨在分析混杂纤维增强对基于粉煤灰的轻质地质聚合物性能的影响。基体中粉煤灰与微珠的比例为1:1。由于碳和钢纤维具有较高的力学性能,因此被选作增强材料。短钢纤维(SFs)和/或碳纤维(CFs)按以下比例用作增强材料:2.0%重量的CFs、1.5%重量的CFs和0.5%重量的SFs、1.0%重量的CFs和1.0%重量的SFs、0.5%重量的CFs和1.5%重量的SFs以及2.0%重量的SFs。采用地质聚合物复合材料的混杂增强方式以获得最佳强度性能,即钢纤维增强的抗压强度和碳纤维增强的抗弯强度。此外,还制备了仅由地质聚合物基体材料本身组成的参考样品。制备地质聚合物复合材料后,检测其密度,并研究与增强材料的类型和用量相关的结构(使用扫描电子显微镜)和力学性能(即抗弯强度和抗压强度)。此外,为了确定地质聚合物基体的隔热性能,还测定了其导热系数。结果表明,纤维的添加提高了抗压强度和抗弯强度。钢纤维增强复合材料(2.0%重量)的抗压强度最佳。混杂增强复合材料(1.5%重量的CFs和0.5%重量的SFs)的抗弯强度最佳。该地质聚合物复合材料的特点是在低密度(0.89 - 0.93 g/cm³)下具有低导热系数(0.18 - 0.22 W/m∙K)。