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首页> 外文期刊>Structural and Multidisciplinary Optimization >A genetic algorithm-based multi-objective optimization for hybrid fiber reinforced polymeric deck and cable system of cable-stayed bridges
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A genetic algorithm-based multi-objective optimization for hybrid fiber reinforced polymeric deck and cable system of cable-stayed bridges

机译:基于遗传算法的斜拉桥混合纤维增强桥面和电缆系统多目标优化

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摘要

As the length of main span of cable-stayed bridge increases, several technical challenges become more prevalent with traditional materials. Such technical challenges include: large axial stresses in main girders, cable sagging effect, and aerodynamic instability, consequently limiting the prospects of extending the span length of future cable-stayed bridges with traditional materials. In order to remedy these issues, we propose fiber reinforced polymeric (FRP) composites for the deck and cable system of cable-stayed bridges in combination with traditional materials. To use FRP composites most effectively, we developed a genetic algorithm (GA)-based optimization procedure to solve for the distribution of Glass FRP and concrete in the hybrid deck system, and the distribution of carbon FRP and steel in the hybrid cable system. This proposed optimization-based procedure aimed at developing two systems: (1) optimized hybrid Glass FRP-concrete deck system (OHDS), and (2) optimized Carbon FRP-steel cable system (OHCS), which can maximize static and aerodynamic performances concurrently. As an example, we utilized an existing long-span composite cable-stayed bridge and implemented these two systems. For a typical long span cable-stayed bridge, the results of this benchmark example provide insights about the typical composition of OHDS and OHCS and suggest that these two systems can concurrently improve the static and aerodynamic performances by 33 and 12 %, respectively.
机译:随着斜拉桥主跨长度的增加,传统材料面临着许多技术挑战。这些技术挑战包括:主梁中的大轴向应力,缆垂垂效应以及空气​​动力学的不稳定性,因此限制了使用传统材料扩展未来斜拉桥跨度的前景。为了解决这些问题,我们提出了与传统材料结合使用的纤维增强聚合物(FRP)复合材料,用于斜拉桥的桥面和电缆系统。为了最有效地使用FRP复合材料,我们开发了一种基于遗传算法(GA)的优化程序,以解决玻璃钢和混凝土在混合甲板系统中的分布以及碳纤维和钢在混合电缆系统中的分布。此基于优化的建议过程旨在开发两个系统:(1)优化的混合玻璃纤维混凝土面板系统(OHDS),以及(2)优化的碳纤维玻璃钢电缆系统(OHCS),该系统可以同时最大化静态和空气动力性能。例如,我们利用现有的大跨度复合斜拉桥并实现了这两个系统。对于典型的大跨度斜拉桥,此基准示例的结果提供了有关OHDS和OHCS的典型组成的见解,并建议这两个系统可以同时分别将静态和空气动力性能提高33%和12%。

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