Cosserat model for periodic masonry deduced by nonlinear homogenization
By D. Addessi, E. Sacco, Achille Paolone. 2010
92 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/1bbd9e030625815a79a9211db675de45ef5fa161
How researchers see this paper
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In Civil and Structural Engineering
- Vasilis Sarhosis
- Gabriele Milani
- Antonio Tralli
- Giovanni Castellazzi
- S. de Miranda
- A. M. D’Altri
- S. Cattari
- S. Lagomarsino
In Mechanics of Materials
- Antonio Tralli
- Giovanni Castellazzi
- S. de Miranda
- A. M. D’Altri
- Vasilis Sarhosis
- Gabriele Milani
- S. Cattari
- S. Lagomarsino
Citations in the corpus
- Modeling Strategies for the Computational Analysis of Unreinforced Masonry Structures: Review and Classification (2019, methodology): “In addition, Addessi et al. [221] developed a structural-scale Cosserat continuum, which automatically accounts for the absolute size of the masonry components, derived by a rational homogenization procedure based on TFA.”
- A limit analysis approach based on Cosserat continuum for the evaluation of the in-plane strength of discrete media: Application to masonry (2017, unknown): “…Masiani et al. (1995); Dai et al. (1996); M¨uhlhaus et al. (1997); Sulem and M¨uhlhaus (1997) up to the more recent of Stefanou et al. (2008); Addessi et al. (2010); Addessi and Sacco (2012), the resort to the Cosserat continuum has seemed motivated by the advantages enclosed in its enhanced…”