Asyraf Muhammad Rizal Muhammad, Syamsir Agusril, Zahari Nazirul Mubin, Supian Abu Bakar Mohd, Usman Fathoni, Itam Zarina
Institute of Energy Infrastructure, Universiti Tenaga Nasional, Jalan IKRAM-UNITEN, Kajang 43000, Selangor, Malaysia.
Engineering Design Research Group (EDRG), School of Mechanical Engineering, Faculty of Engineering, Universiti Teknologi Malaysia (UTM), Johor Bahru 81310, Johor, Malaysia.
Polymers (Basel). 2022 Sep 28;14(19):4064. doi: 10.3390/polym14194064.
Pultruded glass-fibre reinforced polymer (pGFRP) composites are classified as lightweight material, which exhibit high strength-to-weight ratio for structural usage. This composite material has been applied as cross-arm members in transmission towers due to its ability in thermal and electrical insulation. However, the influence of the stacking sequence of pGFRP composite on its mechanical performance has not been fully covered in the literature to explain the long-term durability of the current cross-arm designs. The study expected to evaluate five fiber layers with various stacking sequences in terms of quasi-static and creep tests in a four-point bending mode. The creep test was performed for 1440 h (60 days). These composites were fabricated using the pultrusion process in the form of a square hollow structure. Later, it was cut into composite coupons with various sizes depending on the test conducted. The results showed that nine layers with 0°/45°/0°/-45°/0°/-45°/0°/45°/0° had the ultimate flexural strength. This stacking sequence configurations seemed to be optimally manufactured in continuous roving fibre by alternating between 0° and ±45° fiber orientations. Additionally, the S-9 pGFRP composite sample showed that it had a low-creep deflection with high elastic and apparent creep moduli in 1440 h. In terms of strength reduction factor, this configuration was recorded as the highest. The findings showed that the nine layers of pGFRP composites with alternation of 0° and ±45° fiber orientations were highly suitable for structural application at transmission towers for a long-term operation.
拉挤玻璃纤维增强聚合物(pGFRP)复合材料被归类为轻质材料,在结构用途中具有高强度重量比。这种复合材料因其热绝缘和电绝缘能力而被用作输电塔的横担构件。然而,关于pGFRP复合材料的堆叠顺序对其力学性能的影响,文献中尚未充分阐述,以解释当前横担设计的长期耐久性。该研究期望通过四点弯曲模式下的准静态和蠕变试验,对具有不同堆叠顺序的五层纤维进行评估。蠕变试验进行了1440小时(60天)。这些复合材料采用拉挤工艺制成方形空心结构。随后,根据所进行的试验,将其切割成不同尺寸的复合试样。结果表明,0°/45°/0°/-45°/0°/-45°/0°/45°/0°的九层结构具有最高的极限抗弯强度。这种堆叠顺序配置似乎通过在0°和±45°纤维取向之间交替,在连续粗纱纤维中实现了最佳制造。此外,S-9 pGFRP复合材料试样在1440小时内显示出低蠕变挠度,具有高弹性和表观蠕变模量。就强度降低系数而言,该配置记录为最高。研究结果表明,0°和±45°纤维取向交替的九层pGFRP复合材料非常适合输电塔的结构应用,可长期运行。