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Design and simulation of innovative foam-filled Lattice Composite Bumper System for bridge protection in ship collisions

机译:用于船舶碰撞桥梁保护的创新型泡沫填充格子复合保险杠系统的设计和仿真

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In this paper, an innovative Foam-filled Lattice Composite Bumper System (FLCBS) with fiber-reinforced polymer (FRP) skins and a foam-web core is proposed as protective structures for bridge piers against ship collision. FLCBS consists of FRP face sheets, FRP lattice webs and polyurethane (PU) foam cores, which can be manufactured at the same time by vacuum assisted resin infusion process (VARIP). FLCBS exhibits good energy absorbing and highly designable properties. The design, performance evaluation, manufacture and installation of FLCBS for a real prestressed concrete continuous girder bridge were introduced. A detailed numerical model for performance evaluation was developed with the explicit finite element (FE) software package ANSYS/LS-DYNA. An experimental study of two foam-filled lattice composite panels under low-velocity impact was conducted to verify the numerical model for FLCBS. The corresponding FE models of the composite panels generally showed good agreement, compared to the impact load history and mid-span deflection history of experimental results. Based on the validated numerical model, both head-on collision cases and lateral collision cases with and without FLCBS were investigated. Simulation of different impact angles, velocities and locations were carried out. Numerical results indicate the obvious advantages of FLCBS by comparing peak impact force and impact duration. Significantly decrement of the peak impact force and effectively prolonged impact process indicate the superior performance of FLCBS. The modular fabrication and replacement, easy and time-efficient installation and highly designable structure make FLCBS very attractive as bridge protection in ship collisions.
机译:在本文中,提出了一种创新的泡沫填充的格状复合材料防撞系统(FLCBS),该系统具有纤维增强的聚合物(FRP)蒙皮和泡沫腹板芯,可作为桥梁墩的防撞结构。 FLCBS由FRP面板,FRP网格和聚氨酯(PU)泡沫芯组成,可通过真空辅助树脂灌注工艺(VARIP)同时制造。 FLCBS表现出良好的能量吸收和高度可设计的特性。介绍了一种真正的预应力混凝土连续梁桥FLCBS的设计,性能评估,制造和安装。使用显式有限元(FE)软件包ANSYS / LS-DYNA开发了用于性能评估的详细数值模型。对两块泡沫填充的格状复合板在低速冲击下进行了实验研究,以验证FLCBS的数值模型。与实验结果的冲击载荷历史和中跨挠度历史相比,复合板的相应有限元模型通常显示出良好的一致性。在验证的数值模型的基础上,研究了有无FLCBS的正面碰撞情况和侧面碰撞情况。模拟了不同的冲击角,速度和位置。数值结果表明,通过比较峰值冲击力和冲击持续时间,FLCBS具有明显的优势。峰值冲击力的显着降低和有效延长的冲击过程表明FLCBS的卓越性能。模块化的制造和更换,简便且省时的安装以及高度可设计的结构使FLCBS在船舶碰撞中作为桥梁保护非常有吸引力。

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