• Corpus ID: 204903799

1. Modello Matematico sulla Instabilità delle colonne in muratura

@inproceedings{Broseghini20181MM,
  title={1. Modello Matematico sulla Instabilità delle colonne in muratura},
  author={M. Broseghini and P. Zanetti and A. D. Jefferson and M. Gei},
  year={2018}
}
The instability behaviour of eccentrically loaded circular masonry columns is investigated. Two approaches are considered for the analysis. One is based on a semi-analytical formulation of the relevant boundary-value problem for a no-tension material response; the other employs a plasticdamage-contact constitutive model, the CraftS model, to capture the complex microstructural behaviour of the material. The latter has been implemented in the finite element program LUSAS and has been already… 

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