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THE STUDY OF FATIGUE CRACK GROWTH RATE WHEN CONSIDER THE IMPACT OF THE CRACK TIP PLASTIC ZONE OF THE CONCRETE

机译:考虑混凝土裂纹尖端塑性区影响时疲劳裂纹扩展速率的研究

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摘要

The traditional Paris formula of concrete structures is not suitable to describe the rate of fatigue crack growth problem, we take into account the impact of the plastic zone and use the restoring force, model was proposed to consider the size effect and residual stress correction into Paris formula. Through the three-point bending concrete beams structural response analysis showed that the modified reaction Paris formula to better physical condition of concrete structures.
机译:传统的巴黎混凝土结构公式不适用于描述疲劳裂纹扩展率,我们考虑了塑性区的影响并使用恢复力,提出了考虑尺寸效应和残余应力修正的模型式。通过三点弯曲混凝土梁的结构响应分析表明,改进后的反应巴黎公式对混凝土结构的物理状态具有较好的影响。

著录项

  • 来源
    《Intelligent automation and soft computing》 |2013年第4期|589-597|共9页
  • 作者单位

    College of Civil Engineering and Architecture, Chongqing Jiaotong University, Chongqing 400074, P.R. China;

    College of Civil Engineering and Architecture, Chongqing Jiaotong University, Chongqing 400074, P.R. China;

    College of Civil Engineering and Architecture, Chongqing Jiaotong University, Chongqing 400074, P.R. China;

    College of Civil Engineering and Architecture, Chongqing Jiaotong University, Chongqing 400074, P.R. China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Concrete; Fatigue; Crack Growth; The Stress Intensity Factor; Residual Strain;

    机译:具体;疲劳;裂纹增长;应力强度因子;残余应变;

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