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Residual stress measurement combining blind-hole drilling and digital image correlation approach

机译:盲孔钻井和数字图像相关方法结合的残余应力测量

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摘要

In this study, digital image correlation (DIC) combined with the hole-drilling method is used to measure residual stress in full-scale steel components. According to the displacements before and after drilling, the theoretical expressions of residual stress are derived. The finite element (FE) method is used to solve for the estimated coefficients, which provides the basis for the experiment. An H-shaped steel beam specimen is used in the benchmark experiment to verify the feasibility and reliability of the DIC-hole drilling method. Combining DIC with hole-drilling technology, the speckle image information and displacement fields of the specimen before and after hole-drilling are extracted. The residual stress is then calculated and compared with the results of theoretical calculations, and the causes of the differences are analysed. In order to strengthened the validation of the method, hole-drilling method is used here to make comparisons with DIC-hole drilling method. The results indicate that the DIC-hole drilling is a feasible and sufficiently accurate method for measuring the residual stress in full-scale steel components. The displacement field in the regions centred at a distance of 2-2.5 times the radius from the hole is proposed for the accurate measurement of the residual stress. The accuracy of the DIC-hole drilling method is sufficient for the measurement of high values of residual stress. When the measured residual stress sigma(x) 100 MPa, the difference is about 10%. (C) 2020 Elsevier Ltd. All rights reserved.
机译:在该研究中,使用与空穴钻孔方法相结合的数字图像相关(DIC)来测量全尺寸钢结构中的残余应力。根据钻井前后的位移,衍生出残余应力的理论表达。有限元(FE)方法用于求解估计的系数,这为实验提供了基础。在基准实验中使用H形钢梁样本来验证DIC-HOOL钻井方法的可行性和可靠性。将DIC与空穴钻孔技术相结合,提取钻孔前后样品的斑点图像信息和位移场。然后计算残留应力并与理论计算结果进行比较,分析差异的原因。为了加强该方法的验证,这里使用孔钻法以使与DIC-HOOL钻井方法进行比较。结果表明,DIC孔钻孔是一种可行且足够的准确方法,用于测量全尺寸钢结构中的残余应力。提出了位于孔的半径的距离为2-2.5倍的区域中的位移场,用于精确测量残余应力。 DIC孔钻孔方法的精度足以测量残余应力的高值。当测量的残余应激Sigma(x)> 100MPa时,差异约为10%。 (c)2020 elestvier有限公司保留所有权利。

著录项

  • 来源
    《Journal of Constructional Steel Research》 |2021年第1期|106346.1-106346.9|共9页
  • 作者单位

    Nanjing Tech Univ Coll Civil Engn Nanjing 211816 Jiangsu Peoples R China;

    Nanjing Tech Univ Coll Civil Engn Nanjing 211816 Jiangsu Peoples R China;

    Shanghai CSCEC Dongfu Investment Dev CO LTD Shanghai 200000 Peoples R China;

    Nanjing Tech Univ Coll Civil Engn Nanjing 211816 Jiangsu Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Residual stress; DIC-hole drilling method; H-section beam;

    机译:残余应力;DIC-HOOL钻孔方法;H型梁;

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