Numerical modeling of the in-plane behavior of historical brick masonry walls

DOI10.1007/s00707-011-0493-zzbMath1390.74170OpenAlexW2050611029MaRDI QIDQ642146

Thomas Furtmüller, Christoph Adam

Publication date: 25 October 2011

Published in: Acta Mechanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00707-011-0493-z

zbMATH Keywords

numerical homogenizationmacro-scalemeso-scalemulti-surface plasticity theory

Mathematics Subject Classification ID

Anelastic fracture and damage (74R20) Finite element methods applied to problems in solid mechanics (74S05)

Related Items (4)

Contribution of the fill to the static behaviour of arched masonry structures: theoretical formulation ⋮ Theorems for masonry solids with brittle time-decaying tensile limit strength ⋮ Analytical formulation of generalized incremental theorems for 2D no-tension solids ⋮ Heterogeneously resistant elastic-brittle solids under multi-axial stress: fundamental postulates and bounding theorems

Uses Software

• ABAQUS

Cites Work

• Derivation of the in-plane elastic characteristics of masonry through homogenization theory
• Failure modes and effective strength of two-phase materials determined by means of numerical limit analysis
• A homogenization approach to the ultimate strength of brick masonry
• HOMOGENIZATION OF PERIODIC MASONRY: PLANE STRESS, GENERALIZED PLANE STRAIN OR 3D MODELLING?
• Deterministic Blow-Ups of Minimal Nondeterministic Finite Automata over a Fixed Alphabet

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