首页|体外预应力加固曲线PC连续刚构桥受力性能分析

体外预应力加固曲线PC连续刚构桥受力性能分析

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越来越多的桥梁随着使用年限的增长出现跨中下挠和裂缝等病害,其中,曲线PC连续刚构桥较为严重,需对其进行加固设计.为了准确反映病害桥梁的现状,本文提出基于Midas/Civil的4种损伤工况模型,根据挠度确定损伤工况并以此作为计算模型分析病害产生的原因.根据体外索下弯的次数提出3种加固方案并建立模型,依据加固思路对加固前后的抗弯承载力、截面上下缘应力以及挠度进行对比分析.结果表明:体外预应力张拉后,桥梁极限承载力、结构刚度以及压应力储备都得到提升,且抑制了主梁下挠,改善结构线形.
Analysis of Force Performance of PC Continuous Rigid Bridge with Curved in Vitro Prestressing Reinforcement
More and more bridges with the increase of the service life of the span deflection and cracks and other dis-eases,of which,the curve PC continuous rigid bridge is more serious,need to be strengthened design.In order to ac-curately reflect the current situation of the diseased bridges,a four damage condition model based on Midas/Civil is proposed,which determines the damage condition according to the deflection and is used as a computational model to analyse the causes of the disease.Three reinforcement schemes are proposed and modelled according to the number of extracorporeal cables bending down,and comparative analyses of flexural capacity,stresses at the top and bottom edg-es of the section and deflection before and after reinforcement are carried out according to the reinforcement ideas.The results show that the ultimate bearing capacity,structural stiffness and compressive stress reserve of the bridge are im-proved after the extracorporeal prestressing tensioning,and the deflection of the main girder is suppressed,which im-proves the structural linearity.

curved PC continuous rigid frame bridgeexternal prestressing reinforcementbridge diseasenumerical simulationdamage modelling

毛永康、宁晓骏、毛德均

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昆明理工大学 建筑工程学院,昆明 650500

昆明学院 建筑工程学院,昆明 650214

曲线PC连续刚构桥 体外预应力加固 桥梁病害 数值模拟 损伤模型

昆明学院引进人才科研项目

XJ20220031

2024

科技通报
浙江省科学技术协会

科技通报

CSTPCDCHSSCD
影响因子:0.457
ISSN:1001-7119
年,卷(期):2024.40(5)
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