Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
Volume 39 Issue 8
Dec.  2014
Turn off MathJax
Article Contents
Abstract
References
Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2009  >  39(8): 72-75
Zhang Jiwen, Zeng Juncheng, Zhang Zhenxing, Tu Yongming, LüJianpin. EXPERIMENTAL STUDY ON BEHAVIOR OF PRE-STRESSED CONCRETE UNDER FLEXURAL TENSION-COMPRESSION FATIGUE LOADING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 72-75. doi: 10.13204/j.gyjz200908019
Citation: Zhang Jiwen, Zeng Juncheng, Zhang Zhenxing, Tu Yongming, LüJianpin. EXPERIMENTAL STUDY ON BEHAVIOR OF PRE-STRESSED CONCRETE UNDER FLEXURAL TENSION-COMPRESSION FATIGUE LOADING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 72-75. doi: 10.13204/j.gyjz200908019
shu

EXPERIMENTAL STUDY ON BEHAVIOR OF PRE-STRESSED CONCRETE UNDER FLEXURAL TENSION-COMPRESSION FATIGUE LOADING

doi: 10.13204/j.gyjz200908019
  • 1.

    1. School of Civil Engineering,Southeast University,Nanjing 210096,China;

  • 2.

    2. China United Engineering Corporation,Hangzhou 310022,China

  • Received Date: 2008-12-02
  • Publish Date: 2009-08-20
    Abstract
  • The fatigue tests of flexural tension-compression under constant amplitude cyclic loading have been carried out on pre-stressed concrete cantilever plates against the fatigue state of flexural tension-compression in pre-stressed concrete noise barrier used in high-speed railway.The results of the tests have been presented in the relationship of S-N and compared with those obtained by other researchers.It is also analyzed that tensile fatigue strength of the concrete and the loss rate of effective pre-stress under cyclic loading based on the results of the experiment.The results show that the fatigue capacity of concrete under flexural tension-compression is better than that under axial tension-compression.The loss rate of effective pre-stress under cyclic loading ranged from 3%～6%.The results of investigation furnish the evidence for the design and analysis of fatigue crack resistance for pre-stressed concrete structure under cyclic loading.
    • FullText(HTML)
    • References(15)
  • Cornelissen H A W.Fatigue Failure of Concrete in Tension[J].Heron,1984,29(4):1-68;
    [2] 赵光仪,吴佩刚,詹巍巍.高强混凝土的抗拉疲劳性能[J].土木工程学报,1993,26(6):13-19;
    [3] 宋玉普,吕培印.混凝土轴心拉-压疲劳性能研究[J].建筑结构学报,2002,23(4):36-41;
    [4] 侯杰,程赫明,王时越,等.预应力钢纤维混凝土板弯曲疲劳弹性模量试验研究[J].土木工程学报,2006,39(11):22-25;
    [5] 罗小勇,余志武,聂建国,等.自密实预应力混凝土梁疲劳性能试验研究[J].建筑结构学报,2003,24(3):76-81;
    [6] 罗小勇,陈跃科,邓鹏麒.无粘结部分预应力混凝土梁的疲劳性能试验研究[J].建筑结构学报,2007,28(3):98-104;
    [7] 陈允锐.新型铁路桥梁声屏障结构试验研究[D].南京:东南大学,2006;
    [8] 宋平.高速铁路声屏障脉冲动力计算分析与新型预应力混凝土声屏障结构的研究[D].南京:东南大学,2007;
    [9] 东南大学.客运专线铁路声屏障动力分析与结构设计研究阶段成果评审技术报告[R].南京:东南大学,2006;
    [10] Mohsen EI Shahawi,Barrington deV Batchelor.Fatigue of PartiallyPrestressed Concrete[J].Journal of Structural Engineering,1986,112(3):524-537;
    [11] 田种德,李慧民,顾传霖.钢筋混凝土受弯构件正截面疲劳验算方法的研究[C]//钢筋混凝土结构研究报告选集(2).北京:中国建筑工业出版社,1981:235-254;
    [12] 杨梦蛟,张澍曾.预应力混凝土梁正截面疲劳抗裂性[J].铁道建筑,1994(4):18-21;
    [13] Tepfers R.Tensile Fatigue Strength of Plain Concrete[J].ACIJournal,1979,76(8):919-933;
    [14] 冯秀峰,宋玉普.预应力混凝土构件正截面疲劳抗裂分析[J].哈尔滨工业大学学报,2006,38(3):414-416,471;
    [15] 车惠民,邵厚昆,李霄萍.部分预应力混凝土[M].重庆:西南交通大学出版社,1992.
    • 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 (107) PDF downloads(61) Cited by()
    Proportional views
    Related

    Journal Online

    Authors' Center

    Links

    Copyright © 《工业建筑》杂志社有限公司 京ICP备11033253号-1

    Supported by: Beijing Renhe Information Technology Co. Ltd     百度统计

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return