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Impact behaviour of carbon fibre reinforced polymer (CFRP) strengthened square hollow steel tubes: A numerical simulation

机译:碳纤维增强聚合物(CFRP)增强的方形空心钢管的冲击行为:数值模拟

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摘要

Carbon fibre reinforced polymer (CFRP) has become popular and used in various engineering applications. Strengthening of hollow steel sections using CFRP has proven improved structural characteristics under static loading conditions. However, there are very few studies available related to the axial dynamic impact behaviour of CFRP strengthened steel hollow sections. This paper evaluates the behaviour of CFRP wrapped hollow square steel tube sections under axial impact loading through validated numerical models. A comprehensive parametric study has been conducted to evaluate the effects of impact mass, impact velocity, adhesive strength and fibre modulus on the impact performance of these tubes. Crash behaviour is studied by comparing the peak impact force, axial deflection, absorbed internal energy and failure modes between CFRP wrapped and bare steel models. The results show that the variations in impact velocity and fibre modulus can have significant effect on the impact response of CFRP wrapped tubes.
机译:碳纤维增强聚合物(CFRP)已变得流行并用于各种工程应用中。使用CFRP加固空心钢型材已证明在静态载荷条件下具有改善的结构特性。但是,很少有研究与CFRP加固的钢空心截面的轴向动力冲击行为有关。本文通过验证的数值模型评估了CFRP缠绕空心方形钢管截面在轴向冲击载荷下的行为。已经进行了全面的参数研究,以评估冲击质量,冲击速度,粘合强度和纤维模量对这些管的冲击性能的影响。通过比较CFRP缠绕模型和裸钢模型之间的峰值冲击力,轴向挠度,吸收的内部能量和破坏模式,研究了碰撞行为。结果表明,冲击速度和纤维模量的变化可对CFRP缠绕管的冲击响应产生重大影响。

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