[1]贾文坤,安渊博,张宇峰,等.预应力筋偏差对波形钢腹板箱梁桥的受力影响[J].武汉工程大学学报,2023,45(02):220-226.[doi:10.19843/j.cnki.CN42-1779/TQ.202208023]
　JIA Wenkun,AN Yuanbo,ZHANG Yufeng,et al.Influence of Prestressed Tendon Deviation on Mechanical Performance of Box Girder Bridge with Corrugated Steel Web[J].Journal of Wuhan Institute of Technology,2023,45(02):220-226.[doi:10.19843/j.cnki.CN42-1779/TQ.202208023]

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预应力筋偏差对波形钢腹板箱梁桥的受力影响(/HTML)

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《武汉工程大学学报》[ISSN:1674-2869/CN:42-1779/TQ]

卷:

45

期数:

2023年02期

页码:

220-226

栏目:

资源与土木工程

出版日期:

2023-04-30

文章信息/Info

Title:

Influence of Prestressed Tendon Deviation on Mechanical Performance of Box Girder Bridge with Corrugated Steel Web

文章编号:

1674 - 2869（2023）02 - 0220 - 07

作者:

贾文坤¹; 安渊博¹; 张宇峰²; 黄民水¹; 顾箭峰^*1

1. 武汉工程大学土木工程与建筑学院，湖北 武汉 430074；

2. 中建三局第一建设工程有限责任公司，湖北 武汉 430040

Author(s):

JIA Wenkun¹;  AN Yuanbo¹;  ZHANG Yufeng²; HUANG Minshui¹; GU Jianfeng^*1

1. School of Civil Engineering and Architecture， Wuhan Institute of Technology， Wuhan 430074，China；

2. China Construction Third Engineering Bureau First Engineering Co.， Ltd， Wuhan 430040， China

关键词:

预应力筋; 施工偏差; 波形钢腹板箱梁桥; 竖向偏位; 张拉误差

Keywords:

prestressed tendon;  construction deviation;  box girder bridge with corrugated steel web;  vertical deflection;  tension deviation

分类号:

U448.213

DOI:

10.19843/j.cnki.CN42-1779/TQ.202208023

文献标志码:

A

摘要:

为研究预应力筋施工偏差对波形钢腹板箱梁桥受力性能影响，以有限元软件Midas为工具，仿真模拟一座三跨波形钢腹板预应力混凝土组合连续箱梁桥悬臂浇筑施工，分析体内预应力筋竖向偏位和张拉误差对桥梁结构变形、应力及稳定性影响规律。结果表明：预应力张拉误差对波形钢腹板箱梁桥受力性能影响比预应力筋竖向偏位影响大。最大悬臂阶段和成桥阶段下主梁变形量随着预应力张拉误差的增大而增加，而钢腹板剪应力和结构稳定安全系数均无明显变化。预应力筋竖向偏位对最大悬臂阶段和成桥阶段下波形钢腹板箱梁桥受力性能影响均很小。

Abstract:

To study the influence of construction deviation of prestressed tendons on the mechanical performance of box girder bridge with corrugated steel web， the finite element software Midas was used to simulate the cantilever pouring construction of a three-span prestressed concrete composite continuous box girder bridge with corrugated steel web， and the influence of vertical deflection and tension deviations of internal prestressed tendons on the deformation， stress and stability of bridge structure was analyzed. The calculation results show that the influence of the prestressed tension deviations on the mechanical performance of box girder bridge with corrugated steel web is greater than that of prestressed tendon vertical deflection. In the maximum cantilever stage and the structure completion stage， the deformation of the main girder increases with the increase of prestressed tension deviation， while the shear stress of the steel web and the safety factor of structural stability are not significantly changed. Prestressed tendon vertical deflection has little effect on the mechanical performance of box girder bridge with corrugated steel web in the maximum cantilever stage and the structure completion stage.

备注/Memo

备注/Memo:

收稿日期：2022-08-25

基金项目：湖北省交通运输厅科技项目（鄂交发［2020］ 2号）；安徽省交通运输科技项目（201702）

作者简介：贾文坤，硕士研究生。E-mail：1714977016@qq.com

*通讯作者：顾箭峰，博士，副教授。E-mail：gjfcqucdu@wit.edu.cn

引文格式：贾文坤， 安渊博， 张宇峰， 等. 预应力筋偏差对波形钢腹板箱梁桥的受力影响［J］. 武汉工程大学学报，2023，45（2）：220-226.

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