A limit analysis approach based on Cosserat continuum for the evaluation of the in-plane strength of discrete media: Application to masonry
By M. Godio, Ioannis Stefanou, Karam Sab, J. Sulem, S. Sakji. 2017
47 citations recorded by the source corpus.
Subfields: Management, Monitoring, Policy and Law, Mechanics of Materials, Safety, Risk, Reliability and Quality
View Paper: https://www.semanticscholar.org/paper/b1bbfe6a5425c22ed8ecf95ff96273f487ee54ba
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In Mechanics of Materials
- Antonio Tralli
- Giovanni Castellazzi
- S. de Miranda
- A. M. D’Altri
- Vasilis Sarhosis
- Gabriele Milani
- S. Cattari
- S. Lagomarsino
In Safety, Risk, Reliability and Quality
Citations in the corpus
- Modeling Strategies for the Computational Analysis of Unreinforced Masonry Structures: Review and Classification (2019, methodology): “Moreover, several approaches for the derivation of the homogenized failure surfaces for masonry have been based on FE limit analysis [175, 195–200].”
- A 3D detailed micro-model for the in-plane and out-of-plane numerical analysis of masonry panels (2018, background): “In addition, homogenization and upscaling procedures represent a link between the two approaches [7, 8, 9, 10, 11, 12].”