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Composite box girder with corrugated steel webs and trusses - A new type of bridge structure

机译:波纹钢腹板和桁架的组合箱梁-一种新型的桥梁结构

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Composite box girders with corrugated steel webs and trusses is a new type of advanced bridge structure proposed recently. This kind of structure consists of a top concrete slab, corrugated steel webs and two bottom concrete-filled steel tubes connected by trusses. The resistance to torsion and overturning of this kind of structure is larger than that of composite bridges with a single concrete-filled steel tube. This kind of structure is able to satisfy the requirement of rapid construction, environment protection and cost effectiveness. Two composite box girder bridges with corrugated steel webs and trusses have been or are being constructed in China. This paper presents the design of these two bridges in detail, which will provide valuable engineering experience for the further promotion of this kind of new bridge structure. Experimental research has been carried out to study the flexural behavior and the flexural capacity of this kind of new bridge structure. The test results show that when the test beam is at the elastic stage, the cross-section can be viewed as a plane section if only the strains of the concrete top slab and the bottom steel tubes are considered. The test beam shows good ductility throughout the whole loading process.
机译:波纹钢腹板和桁架的组合箱梁是最近提出的一种新型的高级桥梁结构。这种结构由一个顶部混凝土板,波纹钢腹板和两个通过桁架连接的底部填充混凝土钢管组成。这种结构的抗扭转和倾覆性大于单根钢管混凝土的复合桥的抗倾覆性。这种结构能够满足快速施工,环境保护和成本效益的要求。中国已经或正在建造两座带有波纹钢腹板和桁架的复合箱梁桥。本文详细介绍了这两个桥梁的设计,这将为进一步推广这种新型桥梁结构提供宝贵的工程经验。已经进行了实验研究以研究这种新型桥梁结构的挠曲行为和挠曲能力。测试结果表明,当测试梁处于弹性阶段时,如果仅考虑混凝土顶板和底部钢管的应变,则横截面可以视为平面截面。测试梁在整个加载过程中均显示出良好的延展性。

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