A nonlinear homogenization procedure for periodic masonry
By E. Sacco. 2009
138 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/70464a443e85052b20170498fc0426d7a2de5d48
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- Vasilis Sarhosis
- Gabriele Milani
- D. Addessi
- Antonio Tralli
- Achille Paolone
- Giovanni Castellazzi
- S. de Miranda
- A. M. D’Altri
In Mechanics of Materials
- D. Addessi
- Achille Paolone
- Antonio Tralli
- Giovanni Castellazzi
- S. de Miranda
- A. M. D’Altri
- Vasilis Sarhosis
- Gabriele Milani
Citations in the corpus
- Continuum damage model for orthotropic materials: Application to masonry (2011, unknown): “[25–34].”
- Cosserat model for periodic masonry deduced by nonlinear homogenization (2010, methodology): “where uðxÞ is the assigned displacement field, depending on the macroscopic deformation E and uðxÞ is the periodic field, satisfying periodicity conditions at the RVE boundary (Suquet (1987); Luciano and Sacco (1998)).”
- Modeling Strategies for the Computational Analysis of Unreinforced Masonry Structures: Review and Classification (2019, methodology): “17 Examples of homogenized RBSM approaches [205, 177] Sacco [213] proposed a multi-scale procedure based on a micromechanical analysis of the damaging process of the mortar material, assuming linear elastic blocks.”