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A novel UHPFRC-based protective structure for bridge columns against vehicle collisions: Experiment, simulation, and optimization

机译:一种基于UHPFRC的新型桥墩防撞保护结构:实验,仿真和优化

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The paper aims to develop a new protective structure based on ultra-high performance fiber reinforced concrete (UHPFRC) to protect bridge columns against vehicle collisions and to reduce vehicle damage and casualties. The drop-hammer impact tests were performed to investigate the response of the composite structure composed of UHPFRC panels and the energy-absorbing member of corrugated steel tubes. For all test specimens, the expected damage modes were observed during impact testing. Specifically, the energy-absorbing member experienced large deformation to dissipate the kinetic energy of drop hammer, while slight damages occurred in the UHPFRC panels directly contacted with a drop hammer. Also, the impact tests showed that the impact force was more sensitive to the number of corrugated tubes than the tube thickness. On the contrary, increasing the tube thickness more effectively improved the energy dissipation capacity of the structure than adding the number of corrugated steel tubes. A finite element (FE) modeling method considering manufacturing process was proposed and demonstrated to be capable of capturing the impact-induced response of UHPFRC-based composite structures. Comparisons between the experimental data and the numerical results highlighted the importance of including the influence of the manufacturing process in modeling corrugated steel tubes. Using the validated FE modeling method, two types of UHPFRC-based protective structures were investigated and compared. Results showed that the protective structure with disconnection details between inner and outer panels was superior to that with connection details. The advantages of the former one included more effective reductions of the impact force and damage in UHPFRC panels for the reuse to improve the economy. Finally, a multi-objective optimization design procedure was presented to find the optimum configuration of the proposed protective structures under vehicle collisions.
机译:本文旨在开发一种基于超高性能纤维增强混凝土(UHPFRC)的新型防护结构,以保护桥梁柱免受车辆碰撞并减少车辆损坏和人员伤亡。进行了落锤冲击试验,以研究由UHPFRC面板和波纹钢管的能量吸收构件组成的复合结构的响应。对于所有试样,在冲击试验中均观察到了预期的破坏模式。具体地,能量吸收构件经历大的变形以消散落锤的动能,而在直接与落锤接触的UHPFRC面板中发生了轻微的损坏。另外,冲击测试表明,冲击力对波纹管的数量比管的厚度更敏感。相反,增加管的厚度比增加波纹钢管的数目更有效地提高了结构的能量消散能力。提出了一种考虑制造过程的有限元(FE)建模方法,并证明了该方法能够捕获基于UHPFRC的复合结构的冲击诱导响应。实验数据和数值结果之间的比较突出了在波纹钢管建模中包括制造过程影响的重要性。使用经过验证的有限元建模方法,研究和比较了两种基于UHPFRC的保护结构。结果表明,在内部和外部面板之间具有断开细节的保护结构优于具有连接细节的保护结构。前者的优点包括可以更有效地减少UHPFRC面板的冲击力和损坏,从而可以重复使用以提高经济性。最后,提出了一种多目标优化设计程序,以在车辆碰撞时找到拟议保护结构的最佳配置。

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