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Ⅰ形组合梁病害成因及空间横向分布受力特性研究

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以G55二广高速公路采用的小翼缘装配式Ⅰ形组合梁桥为研究对象,为接近实际结构的受力状态,利用有限元软件建立三维实体模型,并对其进行了仿真和分析.对不同设置条件下横隔板对薄腹式装配式Ⅰ形梁竖向挠度、横向挠度的影响进行了比较分析,得出主梁竖向及侧向受力横向分布的规律以及Ⅰ形组合梁病害产生的原因.基于此,提出了增设横隔板和体外预应力的加固方案,为同类桥梁结构的加固设计提供了借鉴.
Disease Causes and Spatial Transverse Distribution Force Characteristics of Ⅰ-Shaped Composite Beams
Focusing on the small-flange assembly Ⅰ-shaped composite beam bridge on the G55 Erguang Expressway,this paper established the 3D solid model by the finite element software to simulate and analyze the force state of the actual structure.The influences of the transverse diaphragm under different setting conditions on the vertical and lateral deflections of the thin-web assembly Ⅰ-beams were compared and analyzed.The transverse distribution laws of the vertical and lateral force of the main beam and the disease cause of the Ⅰ-shaped composite beam were obtained.On this basis,this paper proposed a reinforcement scheme of adding the transverse diaphragm and external prestress,providing a reference for the reinforcement design of similar bridge structures.

assembly Ⅰ-shaped composite beamtransverse diaphragmexternal prestresssimulation analysis

张海君

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山西省交通规划勘察设计院有限公司,山西 太原 030032

装配式Ⅰ形组合梁 横隔板 体外预应力 仿真分析

2024

山西交通科技
山西交通科技信息中心站

山西交通科技

影响因子:0.381
ISSN:1006-3528
年,卷(期):2024.(3)