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Experimental study on the constitutive relation of austenitic stainless steel S31608 under monotonic and cyclic loading

机译:单调循环载荷下奥氏体不锈钢S31608本构关系的实验研究。

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摘要

In order to study the constitutive relation of Chinese-made austenitic stainless steel S31608 (EN 1.4401, AISI 316) under monotonic and cyclic loading, different types of coupons were tested. Based on the Ramberg-Osgood model, modified by Gardner and Nethercot, parameters that described stress-strain relationship under monotonic loading were obtained. Comparison between data obtained using different types of coupons was made and the influences of welding and rolling directions were reviewed. Parameters of the hardening model of cyclic plasticity were calibrated from cyclic test data and the tests were simulated using ABAQUS finite element analysis software. The results show that stainless steel exhibits remarkable nonlinearity, and the stress-strain relationship may vary from different rolling directions. Under cyclic loading, with the increase of cyclic loops and change in strain amplitudes, stainless steel exhibits cyclic hardening behavior, and the simulated curves agree fairly well with the test curves. It is therefore recommended that the influences of welding and rolling directions on the stress-strain relationship should be taken into consideration and the constitutive relation under cyclic loading should be used if the component is subjected to cyclic loads.
机译:为了研究中国制造的奥氏体不锈钢S31608(EN 1.4401,AISI 316)在单调和循环载荷下的本构关系,测试了不同类型的试样。基于Gardner和Nethercot修正的Ramberg-Osgood模型,获得了描述单调载荷下应力-应变关系的参数。比较了使用不同类型的试样获得的数据,并回顾了焊接和轧制方向的影响。从循环测试数据中校准了循环可塑性硬化模型的参数,并使用ABAQUS有限元分析软件对测试进行了仿真。结果表明,不锈钢表现出显着的非线性,应力-应变关系可能在不同的轧制方向上有所不同。在循环载荷下,随着循环回路的增加和应变幅度的变化,不锈钢表现出循环硬化行为,模拟曲线与试验曲线吻合得很好。因此,建议考虑焊接方向和轧制方向对应力-应变关系的影响,如果构件承受周期性载荷,则应使用循环载荷下的本构关系。

著录项

  • 来源
    《Thin-Walled Structures》 |2014年第10期|19-27|共9页
  • 作者单位

    Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University,Beijing 100084, PR China;

    Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University,Beijing 100084, PR China;

    Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University,Beijing 100084, PR China;

    Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University,Beijing 100084, PR China;

    Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, PR China;

    Measure Stick-Curtain Wall Structural Fittings Co., Ltd., Shenzhen 518000, PR 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

    Stainless steel; Constitutive relation; Monotonic loading; Cyclic loading; Finite element method (FEM);

    机译:不锈钢;本构关系;单调加载;循环加载;有限元法(FEM);

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