Filament Wound Composite Pipes Subject to Torsion and Bending Loads

Nicole Farrugia, D. Camilleri, B. Ellul, M. Muscat
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Abstract

Filament winding has been extensively used to fabricate fibre reinforced composite pipes. The fibres are primarily oriented in such a way to increase the structural efficiency of the pipes to withstand internal pressure, that namely load the pipes in the hoop direction. However, the various intricate pipe systems and connections will also subject these pipes to torsional and bending loads. In this study different fibre orientation lay-up sequences consisting of four E-Glass /polyester resin layers were fabricated using a standard four-axis filament winding machine and experimentally subjected to torsion and bending load tests. During the curing process the samples were also vacuum bagged to minimise the void content. The respective volume fractions are also identified through ignition loss tests. The load versus deformation and ultimate failure load were recorded. The onset of first ply failure was also identified through acoustic/vibration measurements and observable differences in load/deformation plots. Different failure modes were observed ranging from buckling failure to matrix failure. The primary failure mode for pipes subject to bending was either compressive or tensile failure at the upper or lower strands of the pipe as a result of the imposed bending stresses. On the other hand, buckling or shear failure was observed in the pipes subject to torsional loading. The best fibre orientation based on loading conditions was identified. In the case of bending, the load carrying capacity increased when fibres are oriented closer to the axial direction, however care is to be taken to ensure that the pipes do not buckle. In the case of torsional loading, pipes with fibres oriented at 45° were able to sustain the highest load.
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受扭转和弯曲载荷的纤维缠绕复合管
长丝缠绕已广泛应用于纤维增强复合材料管道的制造。纤维主要以这样一种方式定向,以提高管道的结构效率,以承受内部压力,即在环向加载管道。然而,各种复杂的管道系统和连接也会使这些管道承受扭转和弯曲载荷。在本研究中,使用标准的四轴缠绕机制作了由四层E-Glass /聚酯树脂层组成的不同纤维取向分层序列,并进行了扭转和弯曲载荷试验。在固化过程中,样品也被真空袋装,以尽量减少空隙含量。通过点火损失试验也确定了相应的体积分数。记录荷载与变形和极限破坏荷载的关系。通过声学/振动测量和可观察到的载荷/变形图差异,也确定了第一层失效的开始。观察到不同的破坏模式,从屈曲破坏到基体破坏。弯曲管道的主要失效模式是由于施加的弯曲应力,在管道的上链或下链处发生压缩或拉伸失效。另一方面,在扭转荷载作用下,管道出现屈曲或剪切破坏。确定了基于加载条件的最佳纤维取向。在弯曲的情况下,当纤维向轴向靠近时,承载能力增加,但要注意确保管道不弯曲。在扭转载荷的情况下,纤维取向为45°的管道能够承受最高载荷。
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