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Experimental investigation on longitudinal residual stresses for cold-formed thick-walled square hollow sections

机译:冷弯厚壁方型空心截面纵向残余应力的试验研究

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摘要

This paper presents the experimental study on cold-formed thick-walled square hollow sections with thickness greater than 6 mm. Square hollow sections are formed using two different forming processes of a "direct square" way and an "indirect way from circular to square". Two test methods of the hole-drilling method and the X-ray diffraction method are used to measure the magnitudes and distributions of longitudinal residual stresses. The magnitudes and distributions of longitudinal residual stresses along the section perimeter as well as along the section thickness are obtained in this study. It is shown that the longitudinal residual stresses are in tension at outer surface and in compression at inner surface, and present nonlinear distributions, which seems like "sine" curve along the section thickness. Furthermore, the effects of forming process and cross-section geometry on the magnitudes and distributions of longitudinal residual stresses for cold-formed thick-walled square hollow sections are discussed. At last, two distribution patterns have been proposed for the square hollow sections formed using two different forming processes, respectively.
机译:本文介绍了厚度大于6 mm的冷弯厚壁方型空心截面的实验研究。使用“直接正方形”方式和“从圆形到正方形的间接方式”的两种不同的形成方法来形成正方形中空部分。钻孔法和X射线衍射法两种测试方法用于测量纵向残余应力的大小和分布。在这项研究中,获得了沿截面周长以及沿截面厚度的纵向残余应力的大小和分布。结果表明,纵向残余应力在外表面处处于拉伸状态,在内表面处处于压缩状态,并且呈现非线性分布,这似乎是沿截面厚度的“正弦”曲线。此外,讨论了成形工艺和横截面几何形状对冷成形厚壁方形空心截面纵向残余应力的大小和分布的影响。最后,针对分别使用两种不同的成型工艺形成的方形空心部分,提出了两种分布方式。

著录项

  • 来源
    《Journal of Constructional Steel Research》 |2012年第2012期|p.105-116|共12页
  • 作者单位

    State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China Department of Building Engineering, School of Civil Engineering, Tongji University Shanghai 200092, China;

    State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China;

    State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China Department of Building Engineering, School of Civil Engineering, Tongji University Shanghai 200092, China;

    State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China Department of Building Engineering, School of Civil Engineering, Tongji University Shanghai 200092, China;

    Baosteel Croup Corporation, Shanghai 200092, China;

    Baosteel Croup Corporation, Shanghai 200092, 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

    cold-formed steel; square hollow section; thick-walled section; experimental investigation; longitudinal residual stress;

    机译:冷弯型钢方形空心型材;厚壁部分实验研究;纵向残余应力;

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