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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 2: Parsimonious soft-computing-based metamodel
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A numerical-informational approach for characterising the ductile behaviour of the T-stub component. Part 2: Parsimonious soft-computing-based metamodel

机译:一种数字信息方法,用于表征T形桩组件的延性。第2部分:基于简约的软计算的元模型

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摘要

The accuracy of the component-based method relies heavily on the characteristic response of their constitutive elements. To properly assess the deformation capacity of the whole connection, modelling the complete force-displacement curves of the components, from the initial stiffness to fracture, is necessary. This paper presents a numerical-informational method for calculating the ductile response of the T-stub component. In order to reduce the intensive computation of the finite element (FE) method, the results of numerical simulations are used to train a set of metamodels based on soft-computing (SC) techniques. These metamodels are capable of predicting, with a high degree of accuracy, the key parameters that define the force-displacement curve of the T-stub. In addition, a feature selection (FS) scheme based on genetic algorithms (GAs) is included in the training process to select the most influential input variables. This scheme leads to overall and parsimonious metamodels that improve the method's generalisation capacity. The mean absolute error (MAE) in the prediction of each key parameter reports values below 5% for both validation and test results. This demonstrates the strong performance of the SC-based metamodels when comparing them with the FE simulations. Finally, this hybrid method constitutes a suitable tool to be implemented in non-linear steel connections software.
机译:基于组件的方法的准确性在很大程度上取决于其组成元素的特征响应。为了正确评估整个连接的变形能力,有必要对部件的完整力-位移曲线进行建模,从初始刚度到断裂。本文提出了一种数值信息方法,用于计算T型短管组件的延性响应。为了减少对有限元(FE)方法的密集计算,数值模拟的结果用于基于软计算(SC)技术训练一组元模型。这些元模型能够高度准确地预测定义T型短管的力-位移曲线的关键参数。此外,在训练过程中还包括基于遗传算法(GA)的特征选择(FS)方案,以选择最具影响力的输入变量。该方案导致整体和简化的元模型,这些模型提高了该方法的泛化能力。对于验证和测试结果,每个关键参数预测中的平均绝对误差(MAE)报告值均低于5%。这证明了将基于SC的元模型与FE模拟进行比较时的强大性能。最后,这种混合方法构成了要在非线性钢连接软件中实施的合适工具。

著录项

  • 来源
    《Engineering Structures 》 |2015年第1期| 249-260| 共12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 56, 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; T-stub; Bolted connection; Metamodel; Support vector regression; Genetic algorithms; Soft computing; Optimisation;

    机译:钢;T型存根;螺栓连接;元模型支持向量回归;遗传算法;软计算;优化;

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