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Investigations into residual stresses in S690 cold-formed circular hollow sections due to transverse bending and longitudinal welding

机译:由于横向弯曲和纵向焊接而对S690冷成型圆形中空部分的残余应力进行研究

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摘要

This paper presents an experimental and numerical investigation into residual stresses of S690 cold-formed circular hollow sections (CFCHS) due to transverse bending and longitudinal welding. It is generally expected that adverse effects of residual stresses on both cross-section and member resistances in the S690 CFCHS are proportionally less pronounced, when compared with those in S355 CFCHS owing to increased yield strengths of the steels. Hence, there is a need to determine the distribution of residual stresses in the S690 CFCHS through a rational experimental and numerical investigation in order to provide accurate data for subsequent structural assessment on these sections.A total of four S690 CFCHS are fabricated with 6 mm thick plates with (i) transverse bending, and (ii) longitudinal welding. Surface temperature history at selected positions of these sections are measured with thermocouples during welding while surface residual stresses are measured with the sectioning method after welding. Owing to various practical constraints in measuring residual stresses of these sections accurately, a total of three coordinated finite element models are established in which their numerical results are integrated for rational analyses. The transverse bending process is simulated with two-dimensional models with plane-strain elements which undergo extensive plastic deformations to generate residual stresses after springback. The longitudinal welding process is simulated with two coupled three-dimensional models with solid elements to perform a sequentially-coupled thermomechanical analysis in the presence of those residual stresses due to transverse bending. Consequently, a rational distribution of the residual stresses due to both transverse bending and longitudinal welding in these sections are readily determined with these coordinated finite element models after careful calibration against measured data.
机译:本文由于横向弯曲和纵向焊接,对S690冷成型圆形中空部分(CFCHS)的残余应力进行了实验性和数值研究。通常预期,与S355 CFCH的屈服强度增加,在S690 CFCHS中的横截面和成员电阻上的副截面和成员电阻的不利影响与钢的屈服强度增加相比,与S355 CFCH的横截面相比。因此,需要通过合理的实验和数值研究确定S690 CFCH中残余应力分布,以便为这些部分提供后续结构评估的准确数据。4个S690 CFCH的总共用6毫米厚具有(i)横向弯曲的平板,和(ii)纵向焊接。这些部分的所选位置处的表面温度历史用焊接期间的热电偶测量,而焊接后用切片方法测量表面残余应力。由于各种实际限制在精确地测量这些部分的残余应力方面,建立了总共三种协调的有限元模型,其中它们的数值结果被整合用于理性分析。横向弯曲过程用二维型号模拟,其具有平面 - 应变元件,该平面 - 应变元件经历了广泛的塑性变形,以在回弹后产生残余应力。纵向焊接过程用两个耦合的三维模型模拟,其具有固体元素,在存在由于横向弯曲而在这些残余应力的存在下进行序贯耦合的热机械分析。因此,在仔细校准测量数据之后,这些切片中由于横向弯曲和纵向焊接而导致的残余应力的合理分布是用这些协调的有限元模型确定。

著录项

  • 来源
    《Engineering Structures》 |2020年第15期|110911.1-110911.23|共23页
  • 作者单位

    Hong Kong Polytech Univ Dept Civil & Environm Engn Hong Kong Peoples R China|Hong Kong Polytech Univ Chinese Natl Engn Res Ctr Steel Construct Hong Kong Branch Hong Kong Peoples R China;

    Hong Kong Polytech Univ Dept Civil & Environm Engn Hong Kong Peoples R China|Hong Kong Polytech Univ Chinese Natl Engn Res Ctr Steel Construct Hong Kong Branch Hong Kong Peoples R China;

    Tsinghua Univ Dept Civil Engn Beijing Peoples R China;

    Hong Kong Polytech Univ Dept Civil & Environm Engn Hong Kong Peoples R China|Hong Kong Polytech Univ Chinese Natl Engn Res Ctr Steel Construct Hong Kong Branch Hong Kong Peoples R China|Imperial Coll London Dept Civil & Environm Engn London England;

  • 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 stresses; High strength steels; Cold-formed circular hollow sections; Bending; Welding; Thermomechanical analysis;

    机译:残留应力;高强度钢;冷成型圆形中空部分;弯曲;焊接;热机械分析;

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