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装配式斜转正桥梁结构受力分析

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受桥下道路条件及经济因素影响,斜转正桥梁的应用越来越广泛.斜转正桥梁同一跨各片梁的长度差异较大,通常受到弯扭耦合作用,受力情况比正交桥梁复杂得多,进行桥梁设计时需要分析每片梁的受力情况.文章以广东某高速公路项目为背景,针对高速公路装配式斜转正桥梁建立梁格模型进行受力分析,进而指导斜转正桥梁设计,通过实际项目案例验证装配式斜转正桥梁在高速公路建设中的可行性,旨在为今后类似项目提供参考.
Stress Analysis of Prefabricated Skew-to-normal Bridge Structure
Due to the influence of road conditions under the bridge and economic factors,the application of skew-to-normal bridge is more and more widely.The length of each beam in the same span of the skew-to-normal bridge is quite different,and it is usually subjected to the bending-torsion coupling.The stress situation is much more complicated than that of the orthogonal bridge.It is necessary to analyze the stress situation of each beam when designing the bridge.Taking an expressway project in Guangdong as the background,this paper establishes a grillage model of prefabricated skew-to-normal bridge on the expressway for stress analysis,and then guides the design of the skew-to-normal bridge.The feasibility of the prefabricated skew-to-normal bridge in expressway construction is verified through actual project cases,aiming to provide reference for similar projects in the future.

skew to normal bridgegrillage methodfinite element analysis

朱爱东

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华设设计集团股份有限公司,江苏 南京 210000

斜转正桥梁 梁格法 有限元分析

2024

工程技术研究
广州钢铁企业集团有限公司

工程技术研究

影响因子:0.081
ISSN:2096-2789
年,卷(期):2024.9(1)
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