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

  1. Fernandez-Ceniceros, J. 2
  2. Sanz-Garcia, A. 1
  3. Antoñanzas-Torres, F. 2
  4. Martinez-de-Pison, F.J. 2
  1. 1 University of Helsinki
    info

    University of Helsinki

    Helsinki, Finlandia

    ROR https://ror.org/040af2s02

  2. 2 Universidad de La Rioja
    info

    Universidad de La Rioja

    Logroño, España

    ROR https://ror.org/0553yr311

Revista:
Engineering Structures

ISSN: 0141-0296

Año de publicación: 2015

Volumen: 82

Páginas: 249-260

Tipo: Artículo

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DOI: 10.1016/J.ENGSTRUCT.2014.06.047 SCOPUS: 2-s2.0-84911929789 WoS: WOS:000346545900021 GOOGLE SCHOLAR

Otras publicaciones en: Engineering Structures

Resumen

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.