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在役简支梁桥加固后力学性能研究

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受环境与荷载影响,部分早期建造的简支梁桥已存在一定安全隐患,需通过加固以适应现代交通需求.本文以镜湖区和尚桥为工程背景,研究了在役简支梁桥加固后的力学性能.首先,结合该桥最新检测结果,基于有限元软件MIDAS CIVIL建立了简支梁桥数值模型,然后,采用所建模型分析了加固后主梁的抗弯与抗剪承载力.研究表明,经过加固后的在役简支梁桥主梁结构力学能满足设计要求,即处于安全状态.期望研究成果能为类似桥梁加固后承载分析提供参考.
Investigation on Mechanical Properties of Reinforced Simply Supported Beam Bridges in Service
Due to the influence of environment and load,some early constructed simply supported beam bridges have certain safety hazards and need to be reinforced to meet modern transportation needs.This article takes the Heshang Bridge in Jinghu District as the engineering background to study the mechanical properties of the existing simply supported beam bridge after reinforcement.Firstly,based on the latest detection results of the bridge,a numerical model of a simply supported beam bridge was established using the finite element software MIDAS CIVIL.Then,the bending and shear resistance of the reinforced main beam,were analyzed using the established model.Research has shown that the main beam structure of the reinforced simply supported beam bridge in service can meet the design requirements and is in a safe state.This investigation can provide reference for the load-bearing analysis of similar bridges after reinforcement.

simple supported beam bridgemain beammechanical propertiesnumerical analysis

袁和旭

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中铁城际规划建设有限公司安徽分公司,安徽 合肥

简支梁桥 主梁 力学性能 数值分析

2024

科学技术创新
黑龙江省科普事业中心

科学技术创新

影响因子:0.842
ISSN:1673-1328
年,卷(期):2024.(3)
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