Numerical Modelling Of Glass Fibre Reinforced Polymer (Gfrp) Tube Subjected To Torsion

A. Syamsir, Nurul ‘Amira Binti Mohd Hafiz
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Abstract

Glass Fibre Reinforced Polymer (GFRP) tubes have been used widely as cross arm of electric transmission towers to replaced old wooden cross arms. Cross arm is a part of transmission tower which is required to support conductors or electrical cables. Due to nature of assembly of these GFRP tubes, it will induce torsional force to the individual GFRP tubes of cross arm. The importance of torsional effect to the cross arm has encouraged researcher to study on torsional strength of the single tube itself in order to support a complete set cross arm. In this paper, the performance of glass fiber-reinforced polymer (GFRP) tubes under statically torsional loads was studied numerically. The specimens’ ultimate twisting angle and strain were studied through tests for validation of the numerical model. Explicit solver of ANSYS was chosen and simulation results matched experiment results well with 4 % different. There are six model were simulated and analyzed in this research. It is concluded that model 4 shown the highest ultimate strains as well as twisting angle while model 3 has the lowest ultimate strains and twisting angle. The presence of fiber orientation of 90o in model 4 has contributed to the torsional capacity of the tubes.
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玻璃纤维增强聚合物(Gfrp)管材受扭转作用的数值模拟
玻璃纤维增强聚合物(GFRP)管被广泛用于输电塔的横臂,以取代旧的木制横臂。横臂是输电塔的一部分,用于支撑导线或电缆。由于这些玻璃钢管的组装性质,会对横臂的单个玻璃钢管产生扭转力。扭转效应对横臂的重要性促使研究者开始研究单管本身的扭转强度,以支撑一套完整的横臂。本文对玻璃纤维增强聚合物(GFRP)管材在静扭载荷作用下的性能进行了数值研究。通过试验研究了试件的极限扭转角和应变,验证了数值模型的正确性。采用ANSYS显式求解器,仿真结果与实验结果吻合较好,误差为4%。本研究对六种模型进行了仿真分析。结果表明,模型4的极限应变和扭转角最大,模型3的极限应变和扭转角最小。模型4中纤维取向为90°的存在对管的抗扭能力有贡献。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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