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大悬臂组合梁少加劲横梁合理构造设计分析

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随着钢结构和组合结构桥梁优点的日益凸显,大悬臂横梁的应用也越来越多.文中以福州某大桥的大悬臂横梁设计为例,应用大型通用有限元软件Ansys,建立组合钢箱梁的空间板壳模型,分析了不同加劲布置的组合梁横梁的受力性能,对比了不同规范下横梁腹板的稳定性,得出关于大悬臂组合梁横梁少加劲设计的几点建议.
Reasonable Structural Design Analysis of Large Cantilever Composite Beam With Less Stiffening Beam
With the advantages of steel bridges and composite bridges becoming more and more prominent,the application of large cantilever cross-beams is also more and more.This paper takes the design of large cantilever cross-beams of a bridge in Fuzhou as an example,a large general-purpose finite element software Ansys is applied to establish the spatial plate and shell model of the steel-concrete composite bridges,analyzes the force performance of the cross-beams with different stiffening arrangements,compares the stability of the cross-beams webs with different specifications,and arrives at some suggestions on the design of large cantilevered composite cross-beams with fewer stiffeners.

Large cantileverLess stiffened cross-beamsComposite bridgesThe stability of the cross-beams webs

吴怀强

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上海市政工程设计研究总院(集团)有限公司,上海 200092

大悬臂 少加劲横梁 组合梁 腹板稳定

2024

江西建材
江西省建材科研设计院

江西建材

影响因子:2.247
ISSN:1006-2890
年,卷(期):2024.(8)