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首页> 外文期刊>Engineering Structures >A numerical-informational approach for characterising the ductile behaviour of the T-stub component. Part 1: Refined finite element model and test validation
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A numerical-informational approach for characterising the ductile behaviour of the T-stub component. Part 1: Refined finite element model and test validation

机译:一种数字信息方法,用于表征T形桩组件的延性。第1部分:完善的有限元模型和测试验证

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摘要

In the component-based method, the ductility characterisation of the tension component plays a primary role in accurately predicting the rotation capacity of the whole connection. In this paper, a refined finite element (FE) model is presented to assess the complete force-displacement response of the T-stub component, from the initial stiffness up to the fracture point. The refined FE model includes a non-linear continuum damage mechanics model that considers the onset of the damage, the damage evolution law, and the component failure. A parametric study was conducted to evaluate the influence of the damage parameters in the overall response of the T-stub component. The numerical results obtained from the refined FE model strongly agree with the experimental results of 18 test specimens. The comparison reveals the proposed FE model's satisfactory accuracy, with an average fitting error below 9%. This paper constitutes the first part of a comprehensive methodology based on combining FE analysis and soft computing techniques. The ultimate goal of this methodology is to predict the key parameters that define the force-displacement response of the T-stub component.
机译:在基于组件的方法中,拉伸组件的延性特性在准确预测整个连接的旋转能力方面起着主要作用。在本文中,提出了一种改进的有限元(FE)模型来评估T形桩组件从初始刚度到断裂点的完整力-位移响应。改进的有限元模型包括一个非线性连续损伤力学模型,该模型考虑了损伤的发生,损伤演化规律和部件失效。进行了参数研究,以评估损伤参数对T型短截线组件整体响应的影响。从改进的有限元模型获得的数值结果与18个试样的实验结果高度吻合。比较结果表明,所提出的有限元模型具有令人满意的精度,平均拟合误差低于9%。本文构成了基于有限元分析和软计算技术的综合方法的第一部分。该方法的最终目标是预测定义T型短管组件力-位移响应的关键参数。

著录项

  • 来源
    《Engineering Structures》 |2015年第1期|236-248|共13页
  • 作者单位

    EDMANS Research Group, Department of Mechanical Engineering, Universidad de La Rioja, C/Luis de Ulloa 20, Logrono 26004, Spain,Civil and Mechanical Department, University of La Rioja, Departamental building, Luis de Ulloa, 20, 26004 Logrono, Spain;

    Division of Biosciences, University of Helsinki, Viikinkaari 5 E (P.O. Box 55), 00014 Helsinki, Finland;

    EDMANS Research Group, Department of Mechanical Engineering, Universidad de La Rioja, C/Luis de Ulloa 20, Logrono 26004, Spain;

    EDMANS Research Group, Department of Mechanical Engineering, Universidad de La Rioja, C/Luis de Ulloa 20, Logrono 26004, Spain;

  • 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

    Steel; Bolted connections; Finite element analysis; Damage; Triaxiality;

    机译:钢;螺栓连接;有限元分析;损伤;三轴性;

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