Defining and identifying a loading basis for the full-field reconstruction of plate structures under tension loads

Authors

  • Dominique Martini LMA (UPR CNRS 7051), 31 chemin Joseph Aiguier, 13402 Marseille Cedex 20, France; Aix-Marseille University, 3 place Victor Hugo, 13331 Marseille Cedex 03, France
  • Christian Hochard LMA (UPR CNRS 7051), 31 chemin Joseph Aiguier, 13402 Marseille Cedex 20, France; Aix-Marseille University, 3 place Victor Hugo, 13331 Marseille Cedex 03, France
  • Jean-Paul Charles LMA (UPR CNRS 7051), 31 chemin Joseph Aiguier, 13402 Marseille Cedex 20, France; Aix-Marseille University, 3 place Victor Hugo, 13331 Marseille Cedex 03, France

DOI:

https://doi.org/10.13052/17797179.2012.728499

Keywords:

inverse problems, plate structures, structural monitoring, full-field reconstruction

Abstract

This method defines a loading basis for plate structures which is identified from strain measurements in order to reconstruct the mechanical fields. This loading basis is given by the decomposition of a global structure into simple substructures associated with the loaded boundaries only. Some elementary bases are defined for each substructure depending on its local edge effect. A global basis is then obtained by the equilibrium of the complete structure. The main advantage of this approach is to classify the basis vectors depending on their influence on the overall response of the structure.

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Published

2012-06-06

How to Cite

Martini, D. ., Hochard, C. ., & Charles, J.-P. . (2012). Defining and identifying a loading basis for the full-field reconstruction of plate structures under tension loads. European Journal of Computational Mechanics, 21(3-6), 270–279. https://doi.org/10.13052/17797179.2012.728499

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Original Article