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Volume 35 Issue 3
Dec.  2014
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Wang Qiaoping, Wu Shengxing, Wang Xiaohua. TEST STUDY OF CONCRETE COVER CRACK FORM BY CORRODED REBAR[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 63-65,74. doi: 10.13204/j.gyjz200503022
Citation: Wang Qiaoping, Wu Shengxing, Wang Xiaohua. TEST STUDY OF CONCRETE COVER CRACK FORM BY CORRODED REBAR[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 63-65,74. doi: 10.13204/j.gyjz200503022

TEST STUDY OF CONCRETE COVER CRACK FORM BY CORRODED REBAR

doi: 10.13204/j.gyjz200503022
  • Received Date: 2004-06-25
  • Publish Date: 2005-03-20
  • In reinforced concrete structure,the reinforcement corrodes and the volume of these corroded products expand to create pressure to the surround concrete of reinforcement.To the assessment of the corroded concrete structure,the most obvious and direct assessment methods are the crack form and crack width.In the lab,concrete cracking process, caused by the rebars corrosion,is simulated by enlarging the pre-located hole on the test pieces.Bulging bolt and water press are used to simulate the stress distribution and crack forms on the memberssurface.Cracking trend of cover concrete,crack developing and crack forms are analyzed on condition of these factors,such as concrete strength,reinforcement diameter,cover depth,reinforcement position,and casting mode.In the end,the finite element method is used to simulate the stress field of a typical test piece.
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    单过良,林宝玉,蔡跃波.北伦港码头混凝土密实性对钢筋混凝土锈蚀破坏的影响.见:第四届全国混凝土耐久性学术交流会论文集.大连:1996
    [3] Dagher.Finite Element Modeling of Corrosion Damage in Concrete Structure.ACI Structural Journal,1993(26)
    [4] Andrade.Cover Cracking as a Function of Bar Corrosion:Part 1-Experiment Test.Materials and Structures,1993(26)
    [5] 王巧平.钢筋混凝土锈裂损伤的试验研究及理论分析:[学位论文].南京:河海大学,2004
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