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Volume 35 Issue 3
Dec.  2014
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2005  >  35(3): 58-62
Qi Xing-jun, Li Xiao-jun, Liu Ping. APPROACHES TO STRUCTURAL VIBRATION CONTROL FOR CIVIL ENGINEERING[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 59-63,100. doi: 10.13204/j.gyjz200608019
Citation: Shen Dejian, Wu Shengxing. EXPERIMENTAL STUDY AND SIMULATION ANALYSIS ON CORRODED BARS IN CONCRETE AT THE MARINE CYCLE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 58-62. doi: 10.13204/j.gyjz200503021
shu

EXPERIMENTAL STUDY AND SIMULATION ANALYSIS ON CORRODED BARS IN CONCRETE AT THE MARINE CYCLE

doi: 10.13204/j.gyjz200503021
  • 1.

    1. Research Institute of Structural Engineering and Disaster Reduction,Tongji University Shanghai 200092;

  • 2.

    2. Institute of Civil Engineering,Hohai University Nanjing 210098

  • Received Date: 2004-07-28
  • Publish Date: 2005-03-20
    Abstract
  • Experimental study on the mechanical properties of 75 corroded rebars I and II in marine concrete is carried out.It is discussed the relationship between yielding strength, ultimate strength, ultimate elongation rate, failure type stress-strain curve and the ratio of ultimate strength to yielding strength of reinforcement steel and the corrosion rate. The comparative analysis of mechanical properties between rebars in atmospheric and marine environment is also presented. Simulation analysis of bars with different diameters and different corrosion pit is also carried out. Corrosion has less effect on the rebars with large diameter than small diameter. The shape and width of corrosion pit have no great effect on the strength of corroded rebars. The reason for the data scatter is analyzed at last.
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  • [2] 张伟平.混凝土结构的钢筋锈蚀损伤预测及其耐久性评估:[博士学位论文].上海:同济大学,1999
    沈德建.大气环境锈蚀钢筋混凝土梁试验研究:[硕士学位论文].南京:河海大学,2003
    [3] Abdullah A, Almusallam. Effect of Degree of Corrosion on the Properties of Reinforcing Steel Bars. Construction and Building Materials.2001(15):361～368
    [4] Maslehuddin, et al. Effect of Rusting of Reinforcing Steel on Its Mechanical Properties and Bond with Concrete. ACI Materials Journal.1990,87(5):496～502
    [5] 孙维章,梁宋湘,罗建群.锈蚀钢筋剩余承载能力的研究.水利水运科学研究,1993(2)
    [6] 全明研.老化和损伤的钢筋混凝土构件的性能.工业建筑,1990(2)
    [7] 惠云玲,林志伸,李荣.锈蚀钢筋性能试验研究分析.工业建筑,1997(6)
    [8] 张平生,卢梅,李晓燕.锈损钢筋的力学性能.工业建筑,1999(9)
    [9] 袁迎曙,贾福萍,蔡跃.锈蚀钢筋的力学性能退化研究.工业建筑,2000(1)
    [10] 马良喆,陈慧娟,白常举.钢筋锈蚀后力学性能的试验研究.施工技术,2000(12)
    [11] 曹建安,文雨松.锈蚀钢筋的疲劳试验研究.长沙铁道学院学报,1998(12)
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