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蜂窝填充复合结构在复合横担部件中的潜力:近期进展及其力学性能综述

Potential of Honeycomb-Filled Composite Structure in Composite Cross-Arm Component: A Review on Recent Progress and Its Mechanical Properties.

作者信息

Amir Abd Latif, Ishak Mohamad Ridzwan, Yidris Noorfaizal, Zuhri Mohamed Yusoff Mohd, Asyraf Muhammad Rizal Muhammad

机构信息

Department of Aerospace Engineering, Universiti Putra Malaysia, 43400 UPM Serdang, Selangor, Malaysia.

Aerospace Malaysia Research Centre (AMRC), Universiti Putra Malaysia, 43400 UPM Serdang, Selangor, Malaysia.

出版信息

Polymers (Basel). 2021 Apr 20;13(8):1341. doi: 10.3390/polym13081341.

Abstract

Nowadays, pultruded glass fiber-reinforced polymer composite (PGFRPC) structures have been used widely for cross-arms in high transmission towers. These composite structures have replaced cross-arms of conventional materials like wood due to several factors, such as better strength, superior resistance to environmental degradation, reduced weight, and comparatively cheaper maintenance. However, lately, several performance failures have been found on existing cross-arm members, caused by moisture, temperature changes in the atmosphere, and other environmental factors, which may lead to a complete failure or reduced service life. As a potential solution for this problem, enhancing PGFRPC with honeycomb-filled composite structures will become a possible alternative that can sustain a longer service life compared to that of existing cross-arms. This is due to the new composite structures' superior performance under mechanical duress in providing better stiffness, excellence in flexural characteristics, good energy absorption, and increased load-carrying capacity. Although there has been a lack of previous research done on the enhancement of existing composite cross-arms in applications for high transmission towers, several studies on the enhancement of hollow beams and tubes have been done. This paper provides a state-of-the-art review study on the mechanical efficiency of both PGFRPC structures and honeycomb-filled composite sandwich structures in experimental and analytical terms.

摘要

如今,拉挤玻璃纤维增强聚合物复合材料(PGFRPC)结构已广泛应用于高压输电塔的横担。由于诸多因素,如强度更高、抗环境退化能力更强、重量减轻以及维护成本相对较低等,这些复合材料结构已取代了木材等传统材料制成的横担。然而,最近发现现有横担构件出现了一些性能故障,这些故障是由湿气、大气温度变化以及其他环境因素引起的,这可能导致完全失效或使用寿命缩短。作为解决此问题的一种潜在方案,用蜂窝填充复合材料结构增强PGFRPC将成为一种可能的替代方案,与现有横担相比,其使用寿命可能更长。这归因于新型复合材料结构在机械压力下具有卓越的性能,能提供更好的刚度、出色的弯曲特性、良好的能量吸收能力以及更高的承载能力。尽管此前在高压输电塔应用中增强现有复合材料横担方面缺乏相关研究,但已开展了一些关于增强空心梁和管的研究。本文从实验和分析角度对PGFRPC结构以及蜂窝填充复合材料夹层结构的力学效率进行了综述研究。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/d591/8073080/a64d9520957e/polymers-13-01341-g001.jpg

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