Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 52 Issue 9
Sep.  2022
Turn off MathJax
Article Contents
ZHOU Yan-ling, CAO Da-fu, WANG Kun, GE Wen-jie, LIU Jia-qi. Analysis of Creep Effect of Prestressed Concrete Continuous Beam Bridge in Construction Process[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 101-107. doi: 10.13204/j.gyjzg21060914
Citation: ZHOU Yan-ling, CAO Da-fu, WANG Kun, GE Wen-jie, LIU Jia-qi. Analysis of Creep Effect of Prestressed Concrete Continuous Beam Bridge in Construction Process[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 101-107. doi: 10.13204/j.gyjzg21060914

Analysis of Creep Effect of Prestressed Concrete Continuous Beam Bridge in Construction Process

doi: 10.13204/j.gyjzg21060914
  • Received Date: 2021-06-09
    Available Online: 2023-02-06
  • In order to study the creep effect of prestressed concrete continuous beam bridge in the construction process based on cantilever construction method, the construction process of Hai’an Xintongyang Grand Canal was monitored. The approximate calculation formula of bridge creep effect at any time was deduced. The concept of influence coefficient was proposed. The creep coefficient formula was obtained by linear regression. The results showed that the creep coefficient of single loading age obtained by regression could be extended to any loading age by aging theory. Compared with the current bridge codes in China and America, the calculated results and the measured results only had errors within 15 percent of the range, and the agreement was good. However, the strain deviation calculated by the current bridge code in China and the American code was more than 15%, and the deflection deviation was larger on the whole. Therefore, the calculation method obtained in this paper showed a good accuracy.
  • loading
  • [1]
    李宁.基于有限元的预应力混凝土桥梁徐变效应研究[J].公路工程, 2017, 42(3):58-63.
    [2]
    李建慧, 李爱群.混凝土结构收缩徐变效应随机分析[J].工业建筑, 2016, 46(9):76-80

    , 55.
    [3]
    王志民.预应力混凝土徐变问题对大跨度连续梁结构影响的研究与实践[D].天津:天津大学, 2004.
    [4]
    胡狄, 陈政清.预应力混凝土桥梁收缩与徐变变形试验研究[J].土木工程学报, 2003(8):79-85.
    [5]
    杜学冬.预应力混凝土连续梁桥施工过程中的徐变效应分析[D].扬州:扬州大学, 2009.
    [6]
    李文江.大跨度预应力混凝土连续梁桥施工控制[D].大连:大连理工大学, 2013.
    [7]
    TADROS M K, AL-OMAISHI N, SEGUIRANT S J, et al.Prestress losses in pretensioned high-strength concrete bridge girders[R].Washington:Transportation Research Board, 2003.
    [8]
    陈永春.混凝土徐变问题的中值系数法[J].建筑科学, 1991, 7(2):3-8.
    [9]
    宋闯.大跨连续刚构桥收缩徐变效应与计算方法研究[D].西安:长安大学, 2018.
    [10]
    CHUL H S.Advanced environmental monitoring and modeling (AEMM) 2014[J].Chemosphere, 2016, 143:1-2.
    [11]
    BROOKS J J, NEVILLE A M.Relaxation of stress in concrete and its relation to creep[J].Material Science, 1976, 73(4):227-232.
    [12]
    MOKHTAR A-SA, GHALI A.Computer analysis and design of concrete beams and grids[J].Journal of Structural Engineering, 1988, 114(12):2669-2691.
    [13]
    胡狄.预应力混凝土桥梁时变效应分析的钢筋约束影响系数法[J].工程力学, 2006(6):120-126.
    [14]
    袁鹏飞.高强混凝土箱梁桥收缩徐变效应分析[D].重庆:重庆大学, 2013.
    [15]
    中华人民共和国交通运输部.公路钢筋混凝土及预应力混凝土桥涵设计规范:JTG 3362-2018[S].北京:人民交通出版社, 2018.
    [16]
    American Concrete Institute.Building code requirements for structural concrete (ACI 318-11) and commentary:ACI 318 ERTA-2012[S].Farmington Hills:American Concrete Institute, 2012.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (216) PDF downloads(1) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return