节段拼装钢结构主梁弯曲性能试验研究

常山; 张海龙; 杨明; 陈章; 芦旭朝

doi:10.13204/j.gyjzG22031808

节段拼装钢结构主梁弯曲性能试验研究

doi: 10.13204/j.gyjzG22031808

常山^1,2,
张海龙³,
杨明^2, ,,
陈章^4,2,
芦旭朝^2,5

1. 安徽科技学院建筑学院, 安徽蚌埠 233100;
2. 东南大学交通学院, 南京 211189;
3. 深圳市市政设计研究院有限公司, 广东深圳 518000;
4. 江苏省交通工程建设局总工室, 南京 210004;
5. 同济大学土木工程学院, 上海 200092

基金项目:

江苏省"六大人才高峰"第十二批高层次人才选拔资助方案(JY-003)

安徽科技学院人才引进项目(JZYJ202102)。

详细信息

作者简介:
常山,男,1986年出生,工学博士,讲师。

通讯作者:
杨明,男,副教授,博士生导师,mingyang@seu.edu.cn。

计量
- 文章访问数: 57
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- 被引次数: 0
出版历程
- 收稿日期: 2022-03-18
- 网络出版日期: 2023-08-18

Research on Bending Properties of Steel Girder Based on Segmental Construction Technique

CHANG Shan^1,2,
ZHANG Hailong³,
YANG Ming^{2
, ,},
CHEN Zhang^4,2,
LU Xuzhao^2,5

1. Architecture College, Anhui Science and Technology University, Bengbu 233100, China;
2. School of Transportation, Southeast University, Nanjing 211189, China;
3. Shenzhen Municipal Design & Research Institute Co., Ltd., Shenzhen 518000, China;
4. General Office, Jiangsu Provincial Transportation Engineering Construction Bureau, Nanjing 210004, China;
5. College of Civil Engineering, Tongji University, Shanghai 200092, China

摘要

摘要: 基于钢结构的优良特性,提出了一种节段拼装且腹板开孔的钢结构主梁——圆环腹梁。基于铁木辛柯梁理论,通过推导该主梁的抗弯和抗剪刚度,得到了横向荷载作用下的挠度计算方法。为研究该主梁的弯曲性能,按照JTG D64—2015《公路钢结构桥梁设计规范》要求,加工制作了2根缩尺模型试件,分别进行三分点加载和跨中单点加载试验。基于有限元软件ABAQUS 建立了试件的非线性分析模型,并将模拟结果与试验结果进行了对比。研究表明:1)提出的挠度计算方法可有效计算弹性变形阶段的主梁竖向变形量;2)三分点加载试验中,结构顶板边缘易受压失稳,需进行加固;3)单点加载试验中,主梁达到屈服荷载后,顶板发生受压屈曲,顶板和底板的应力水平接近Q235的屈服强度。
- 圆环腹梁 /
- 挠度计算公式 /
- 弯曲试验 /
- 荷载-挠度曲线 /
- 有限元分析
Abstract: According to the excellent characteristics of steel structure, a kinds of steel girder with segmental assembly and web opening, truss-ring girder, was presented. Based on the theory of Timoshenko beam, the deflection of truss-ring girder under vertical load was obtained by deriving the bending and shear stiffness of the girder. In order to study the bending properties of the girder, two scale model specimens were fabricated according to the requirements of Specifications for Design of Highway Steel Bridge (JTG D64—2015), which were carried out by four-point loading and three-point loading tests, respectively. Two nonlinear analysis models of the specimens were established based on the finite element software ABAQUS, whose results were compared with the test results. The results showed that: 1) the proposed deflection calculation method could effectively calculate the deflection of the girder in the elastic deformation stage; 2) in four-point loading test, the edge of the top deck was prone to lose stability under pressure, which needed to be reinforced; 3) in three-point loading test, the girder reached the yield load, and the compression buckling of the top deck occurred, and the stress level of the top deck and bottom deck were close to the yield strength of Q235.
- truss-ring girder /
- deflection formula /
- bending test /
- load-deflection curve /
- finite element analysis

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