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Analysis, Design, and Construction of a 40-ft Composite Pedestrian Bridge

机译:40英尺复合行人桥的分析,设计和施工

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The disadvantages of conventional materials, including the decreasing availability and rising cost of exotic wood products, coupled with advances in the cost-effective use of composite materials for bridge systems makes all-composite short to medium span bridges economically attractive. This paper presents the design and construction of a 40 ft composite pedestrian bridge. The overall project objectives were an aesthetic single-piece all-composite design, excellent structural performance, and a 65-year life span. The bridge was constructed using a sandwich construction method based on a large-cell corrugated core system. The structure was designed for Dutch specifications for pedestrian traffic, including 126 psf load capacity with a maximum deflection of 1.9 in (L/D=250), and a minimum first natural frequency of 3 Hz. Analysis results, using FEM methods, are presented. The materials used were E-glass for the core, and a hybrid E-glass/Carbon system for the skins, with Polyester and Vinylester resins. The construction steps of the hybrid system are outlined, and the completed bridge is presented.
机译:常规材料的缺点包括降低可用性和异国木制品的成本,加上桥梁系统复合材料的经济高效使用的进步使得全综合短到中跨桥梁经济上具有吸引力。本文介绍了40英尺复合行人桥的设计与施工。整体项目目标是审美单件全综合设计,优异的结构性能和65年的寿命。桥梁采用基于大细胞瓦楞芯系统的夹层施工方法构建。该结构是为行人交通的荷兰规范而设计的,包括126个PSF负载容量,最大偏转为1.9(L / D = 250),最小的第一个固有频率为3 Hz。呈现了使用有限元方法的分析结果。使用的材料是核心的E-玻璃,以及用于皮肤的混合E-玻璃/碳系统,具有聚酯和乙烯基酯树脂。概述了混合系统的施工步骤,并提出了完成的桥。

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