A micro-mechanical homogenisation model for masonry: application to shear walls

DOI10.1016/j.ijsolstr.2008.09.034zbMath1215.74067OpenAlexW2122246368WikidataQ57569625 ScholiaQ57569625MaRDI QIDQ545045

A. Zucchini, Paulo B. Lourenço

Publication date: 22 June 2011

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: http://hdl.handle.net/1822/67691

zbMATH Keywords

damageplasticityhomogenisationmasonrymacro-modelling

Mathematics Subject Classification ID

Micromechanics of solids (74M25) Homogenization in equilibrium problems of solid mechanics (74Q05)

Related Items (9)

Regularization of first order computational homogenization for multiscale analysis of masonry structures ⋮ Numerical modelling of masonry: A material model accounting for damage effects and plastic strains ⋮ Orthotropic multisurface model with damage for macromechanical analysis of masonry structures ⋮ Two-step homogenized elastic model for in-plane analysis of coated masonry walls ⋮ A total‐strain based orthotropic continuum model for the cyclic nonlinear behavior of unreinforced brick masonry structures ⋮ Structural analysis of masonry historical constructions. Classical and advanced approaches ⋮ Numerical damage assessment of haghia sophia Bell tower by nonlinear FE modeling ⋮ Multiscale computational first order homogenization of thick shells for the analysis of out-of-plane loaded masonry walls ⋮ 3D homogenised strength criterion for masonry: application to drystone retaining walls

Uses Software

• ABAQUS

Cites Work

• On energy-based coupled elastoplastic damage theories: Constitutive modeling and computational aspects
• Mesoscopic modeling of failure and damage-induced anisotropy in brick masonry
• A micro-mechanical model for the homogenisation of masonry.

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