Cauchy and Cosserat Equivalent Continua for the Multiscale Analysis of Periodic Masonry Walls
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Publication:2911807
DOI10.1007/978-3-642-22167-5_14zbMath1273.74062OpenAlexW53395678MaRDI QIDQ2911807
Publication date: 3 September 2012
Published in: Trends in Computational Contact Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/978-3-642-22167-5_14
Contact in solid mechanics (74M15) Effective constitutive equations in solid mechanics (74Q15) Composite and mixture properties (74E30)
Cites Work
- A nonlinear homogenization procedure for periodic masonry
- Multilevel approach for brick masonry walls. I: A numerical strategy for the nonlinear analysis
- Homogenization technique and damage model for old masonry material
- Homogenization of heterogeneous polymers
- Non-linear micropolar and classical continua for anisotropic discontinuous materials.
- Nonuniform transformation field analysis
- Cosserat overall modeling of heterogeneous materials
- Cosserat model for periodic masonry deduced by nonlinear homogenization
- An enhanced multi-scale approach for masonry wall computations with localization of damage
- Transformation field analysis of inelastic composite materials
- HOMOGENIZATION OF PERIODIC MASONRY: PLANE STRESS, GENERALIZED PLANE STRAIN OR 3D MODELLING?
- Multi‐scale constitutive modelling of heterogeneous materials with a gradient‐enhanced computational homogenization scheme
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