A homogenized model for the nonlinear analysis of masonry columns in compression

DOI10.1016/j.euromechsol.2018.04.008zbMath1406.74365OpenAlexW2796506017WikidataQ129982568 ScholiaQ129982568MaRDI QIDQ1788449

Elio Sacco, Daniela Addessi

Publication date: 8 October 2018

Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)

Full work available at URL: https://zenodo.org/record/3703043

zbMATH Keywords

collocation methodhomogenizationmicromechanical analysisbrick masonrydamage lawstrength in compression

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Micromechanics of solids (74M25)

Uses Software

• FEAP

Cites Work

• On evolving deformation microstructures in non-convex partially damaged solids
• Isotropic brittle damage and unilateral effect
• Yield criteria for quasibrittle and frictional materials
• Strain-based anisotropic damage modelling and unilateral effects
• Homogenization of nonconvex integral functionals and cellular elastic materials
• Strain- and stress-based continuum damage models. I. Formulation
• Buckling of masonry pier under its own weight
• A two-scale finite element relaxation analysis of shear bands in non-convex inelastic solids: Small-strain theory for standard dissipative materials.
• Virtual displacements principle, existence and uniqueness for elastic no tension bodies
• Singular stress fields in masonry structures: Derand was right
• Second‐order computational homogenization of heterogeneous materials with periodic microstructure
• An orthotropic damage model for masonry structures
• Fracture energy based bi-dissipative damage model for concrete

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