Volume 8 Issue 6
. 
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2008  >  8(6): 57-62
GUO Qi, HE Shuan-hai, REN Wei. Distribution mode determination and simulation method of effective prestress for post-prestressing tendon[J]. Journal of Traffic and Transportation Engineering, 2008, 8(6): 57-62.
Citation: GUO Qi, HE Shuan-hai, REN Wei. Distribution mode determination and simulation method of effective prestress for post-prestressing tendon[J]. Journal of Traffic and Transportation Engineering, 2008, 8(6): 57-62.
shu

Distribution mode determination and simulation method of effective prestress for post-prestressing tendon

  • 1.

    School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, Shaanxi, China

  • 2.

    Key Laboratory for Bridge and Tunnel of Shaanxi Province, Chang'an University, Xi'an 710064, Shaanxi, China

More Information
  • Author Bio:

    GUO Qi (1976-)‚male‚lecturer‚PhD‚+86-29-82334872‚gq8558@126.com

  • Received Date: 2008-06-12
  • Publish Date: 2008-12-25
    Abstract
  • In order to know the effective value and longitudinal distribution state of effective prestress in inspection and evaluation process on the present condition of prestressing tendon for middle-span and long-span concrete bridges, an unified simulation method of the distribution was put forward. Based on prestress loss theory, a simplified analytic algorithm of virtual frictional loss function was set up in a universal way. By the means of the obtained stress datum of steel tendon at control point, the subordinated mode of effective prestress distribution along longitudinal direction was determined. As regards the effective prestress of steel tendon with complicated geometry pattern, its distribution regularity was simulated after the recognition of nominal coefficients for prestress loss. Simulation result shows that the relative error of effective prestress threshold is 5%, so the simulation method is feasible.

     

    • FullText(HTML)
  • loading
    • References(16)
  • [1]
    JTG D62—2004, 公路钢筋混凝土及预应力混凝土桥涵设计规范[S].
    [2]
    AASHTO. 美国公路桥梁设计规范———荷载与抗力系数设计法[M]. 北京: 人民交通出版社, 1994.
    [3]
    周敉, 宋一凡, 赵小星. 预应力混凝土桥梁悬臂浇筑的施工控制[J]. 长安大学学报: 自然科学版, 2005, 25(6): 43-48. doi: 10.3321/j.issn:1671-8879.2005.06.011

    ZHOU Mi, SONG Yi-fan, ZHAO Xiao-xing. Control tech-nique for construction of prestressed-concrete cantilever casting bridge[J]. Journal of Chang an University: Natural Science Edition, 2005, 25(6): 43-48. (in Chinese) doi: 10.3321/j.issn:1671-8879.2005.06.011
    [4]
    方志, 汪剑. 预应力混凝土箱梁桥竖向预应力损失的实测与分析[J]. 土木工程学报, 2006, 39(5): 78-84. doi: 10.3321/j.issn:1000-131X.2006.05.012

    FANG Zhi, WANG Jian. Vertical prestressing loss in the box girgder of long-span PC continuous bridges[J]. China Civil Engineering Journal, 2006, 39(5): 78-84. (in Chinese) doi: 10.3321/j.issn:1000-131X.2006.05.012
    [5]
    KWAK H G, KI MJ H, KI MS H. Nonlinear analysis of prestressed concrete structures considering slip behavior of tendons[J]. Computer and Concrete, 2006, 3(1): 43-65. doi: 10.12989/cac.2006.3.1.043
    [6]
    UNGERJ F, TEUGHELS A, DE ROECK G. Systemiden-tification and damage detection of a prestressed concrete beam[J]. Journal of Structural Engineering, 2006, 132(11): 1691-1698. doi: 10.1061/(ASCE)0733-9445(2006)132:11(1691)
    [7]
    刘龄嘉, 贺拴海, 赵小星. 在役混凝土简支梁有效预应力计算[J]. 交通运输工程学报, 2005, 5(3): 47-51. doi: 10.3321/j.issn:1671-1637.2005.03.010

    LIU Ling-jia, HE Shuan-hai, ZHAO Xiao-xing. Effective pre-stress computation of existing PC si mply-supported beam[J]. Journal of Traffic and Transportation Engineering, 2005, 5(3): 47-51. (in Chinese) doi: 10.3321/j.issn:1671-1637.2005.03.010
    [8]
    黄侨, 吴红林, 王宗林. 基于时效分析理论的预应力混凝土结构分析[J]. 同济大学学报: 自然科学版, 2003, 31(7): 813-818. doi: 10.3321/j.issn:0253-374X.2003.07.012

    HUANG Qiao, WU Hong-lin, WANG Zong-lin. Calculation for prestressed concrete structures based on ti me-dependent analysis[J]. Journal of Tongji University: Natural Science, 2003, 31(7): 813-818. (in Chinese) doi: 10.3321/j.issn:0253-374X.2003.07.012
    [9]
    缪伟. 预应力简支T梁有效预应力评估研究[D]. 西安: 长安大学, 2005.
    [10]
    胡狄, 陈政清. 考虑反向摩阻的后张法PC构件锚固损失的计算[J]. 中国公路学报, 2004, 17(1): 34-38. doi: 10.3321/j.issn:1001-7372.2004.01.008

    HU Di, CHEN Zheng-qing. Computation of stress loss in prestressed steel due to anchorage set considering function of reverse-frictionin PC members[J]. China Journal of High-way and Transport, 2004, 17(1): 34-38. (in Chinese) doi: 10.3321/j.issn:1001-7372.2004.01.008
    [11]
    赵勇, 黄鼎业, 李云贵, 等. 平板中预应力筋的瞬时预应力损失分析[J]. 工业建筑, 2003, 33(3): 39-41. doi: 10.3321/j.issn:1000-8993.2003.03.013

    ZHAO Yong, HUANG Ding-ye, LI Yun-gui, et al. Analysis of transient prestress loss of prestressed tendons in slabs[J]. Industrial Construction, 2003, 33(3): 39-41. (in Chinese) doi: 10.3321/j.issn:1000-8993.2003.03.013
    [12]
    潘裕棣. 长期可变荷载作用下预应力混凝土梁的刚度试验研究[J]. 工业建筑, 2008, 38(5): 50-53. https://www.cnki.com.cn/Article/CJFDTOTAL-GYJZ200805011.htm

    PAN Yu-di. The experi mental research on the stiffness of pres-tressed concrete beams underlong-termvariableloads[J]. Indus-trial Construction, 2008, 38(5): 50-53. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GYJZ200805011.htm
    [13]
    TU Yong-ming, LUZhi-tao. Durability design of prestressed concrete structures[J]. Journa1of Southeast University: English Edition, 2005, 21(1): 73-77. https://www.researchgate.net/publication/296389880_Durability_design_of_prestressed_concrete_structures
    [14]
    王敏, 沈成武, 闻骥骏. 病桥成因的预应力损失研究[J]. 武汉理工大学学报: 交通科学与工程版, 2006, 30(1): 103-105. doi: 10.3963/j.issn.2095-3844.2006.01.028

    WANG Min, SHEN Cheng-wu, WEN Ji-jun. Research on prestress loss of the sick bridge[J]. Journal of Wuhan Univer-sity of Technology: Transportation Science and Engineering, 2006, 30(1): 103-105. (in Chinese) doi: 10.3963/j.issn.2095-3844.2006.01.028
    [15]
    KANGJing-fu, WANGJin-hui. Strain monitoring and stress analysis of a post-prestressedtunnel liner[J]. Transactions of Tianjin University, 2006, 12(3): 215-221. doi: 10.1007/978-1-4899-7485-3_2
    [16]
    黄豪, 唐小兵, 张开银, 等. 竖向预应力作用效果的数值模拟与预应力损失的试验研究[J]. 武汉理工大学学报: 交通科学与工程版, 2007, 31(5): 922-924. doi: 10.3963/j.issn.2095-3844.2007.05.044

    HUANG Hao, TANG Xiao-bing, ZHANG Kai-yin, et al. Numerical si mulation on vertical prestressed effect and experi mental studies on prestressed loss[J]. Journal of Wuhan University of Technology: Transportation Science and Engineering, 2007, 31(5): 922-924. (in Chinese) doi: 10.3963/j.issn.2095-3844.2007.05.044
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 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
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (259) PDF downloads(602) Cited by()
    Proportional views
    Related

    Copyright《Journal of Traffic and Transportation Engineering》编辑部陕ICP备05001904号-1

    Address ：Editorial Department of Journal of Traffic and Transportation Engineering, Chang 'an University, Middle Section of South Second Ring Road, Xi 'an, Shaanxi（710064） Tel：029-82334388 Email：jygc@chd.edu.cn

    All visit:Today's visit:

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return