Optimization of fibre orientation for composite reinforcement of circular hollow section KT-joints

Mohsin Iqbal, S. Karuppanan, V. Perumal, M. Ovinis, Muhammad Iqbal, Adnan Rasul
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Abstract

PurposeComposite materials are effective alternatives for rehabilitating critical members of offshore platforms, bridges, and other structures. The structural response of composite reinforcement greatly depends on the orientation of fibres in the composite material. Joints are the most critical part of tubular structures. Various existing studies have identified optimal reinforcement orientations for a single load component, but none has addressed the combined load case, even though most practical loads are multiplanar.Design/methodology/approachThis study investigates the optimal orientation of composite reinforcement for reducing stress concentration factors (SCF) of tubular KT-joints. The joint reinforcement was modelled and simulated using ANSYS. A parametric study was carried out to determine the effect of the orientations of reinforcement in the interface region on SCF at every 15° offset along the weld toe using linear extrapolation of principal stresses. The impact of orientation for uniplanar and multiplanar loads was investigated, and a general result about optimum orientation was inferred.FindingsIt was found that the maximum decrease of SCF is achieved by orienting the fibres of composite reinforcement along the maximum SCF. Notably, the optimal direction for any load configuration was consistently orthogonal to the weld toe of the chord-brace interface. As such, unidirectional composites wrapped around the brace axis, covering both sides of the brace-chord interface, are most effective for SCF reduction.Originality/valueThe findings of this study are crucial for adequate reinforcement of tubular joints using composites, offering a broader and universally applicable optimum orientation that transcends specific joint and load configuration.
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优化纤维取向以复合加固圆形空心截面 KT 接头
目的复合材料是修复海上平台、桥梁和其他结构关键部件的有效替代材料。复合材料加固的结构响应在很大程度上取决于复合材料中纤维的取向。接头是管状结构中最关键的部分。现有的各种研究已经确定了单一荷载成分的最佳加固方向,但没有一项研究涉及组合荷载情况,尽管大多数实际荷载都是多平面的。使用 ANSYS 对接头加固进行建模和模拟。使用主应力线性外推法确定了界面区域钢筋方向对焊缝趾部每 15° 偏移处 SCF 的影响,并进行了参数研究。研究结果发现,复合材料加固纤维沿最大 SCF 方向取向可最大程度地降低 SCF。值得注意的是,任何载荷配置的最佳取向都与弦杆-支撑界面的焊趾成正交。因此,围绕支撑轴线、覆盖支撑-弦线界面两侧的单向复合材料对降低 SCF 最为有效。原创性/价值本研究的发现对于使用复合材料对管状接头进行适当加固至关重要,它提供了超越特定接头和负载配置的更广泛、普遍适用的最佳取向。
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