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Material properties and residual stresses of cold-formed high strength steel hollow sections

机译:冷弯高强度钢空心型材的材料性能和残余应力

摘要

Abstract This paper presents the experimental investigation on the material properties and residual stress distributions of cold-formed high strength steel hollow sections. The nominal yield stresses (0.2% proof stresses) of the hollow sections were 700, 900 and 1100 MPa. The sections were composed of 9 square hollow sections, 2 rectangular hollow sections and 6 circular hollow sections. 66 tensile coupons were tested to determine the modulus of elasticity, 0.2% tensile proof stress, ultimate tensile strength and elongation at fracture of the material. The results were also compared with the American, Australian and European standards. Based on the Ramberg-Osgood expression, a new constitutive model for high strength steel material is proposed. On three of the hollow sections, strength variation and cold-forming effect were studied by testing coupons extracted from different locations of the cross-sections. Residual stresses were also investigated both in longitudinal and transverse directions on three hollow sections using wire-cutting method. A total number of 82 longitudinal strips and 3 transverse rings were cut from the original sections.
机译:摘要本文对冷弯高强度钢空心型材的材料性能和残余应力分布进行了实验研究。中空部分的标称屈服应力(0.2%屈服应力)为700、900和1100 MPa。这些部分由9个方形空心部分,2个矩形空心部分和6个圆形空心部分组成。测试了66张拉伸试样,以确定其弹性模量,0.2%的拉伸屈服应力,极限拉伸强度和材料的断裂伸长率。还将结果与美国,澳大利亚和欧洲标准进行了比较。基于Ramberg-Osgood表达式,提出了一种新的高强度钢本构模型。在三个中空截面上,通过测试从截面不同位置提取的试样来研究强度变化和冷成形效果。还使用线切割方法在三个空心截面的纵向和横向上研究了残余应力。从原始部分切下总共82条纵向条和3条横向环。

著录项

  • 作者

    Ma JL; Chan TM; Young B;

  • 作者单位
  • 年度 2015
  • 总页数
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类

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