HOMOGENIZATION OF PERIODIC MASONRY: PLANE STRESS, GENERALIZED PLANE STRAIN OR 3D MODELLING?

DOI<319::AID-CNM55>3.0.CO;2-S 10.1002/(SICI)1099-0887(199705)13:5<319::AID-CNM55>3.0.CO;2-SzbMath0879.73006OpenAlexW1988406312MaRDI QIDQ4349146

Armelle Anthoine

Publication date: 22 January 1998

Full work available at URL: https://doi.org/10.1002/(sici)1099-0887(199705)13:5<319::aid-cnm55>3.0.co;2-s

zbMATH Keywords

isotropic damagemortarultimate loadfinite thickness of masonrybrickmode of failure

Mathematics Subject Classification ID

Inhomogeneity in solid mechanics (74E05) Finite element methods applied to problems in solid mechanics (74S05) Fracture and damage (74R99)

Related Items (10)

Limit states for brick masonry based on homogenization approach ⋮ Reliability-based robust design optimization of gap size of annular nuclear fuels using kriging and inverse distance weighting methods ⋮ Cauchy and Cosserat Equivalent Continua for the Multiscale Analysis of Periodic Masonry Walls ⋮ Stochastic calibration of local constitutive models through measurements at the macroscale in heterogeneous media ⋮ The interphase model applied to the analysis of masonry structures ⋮ Multiscale damage contact-friction model for periodic masonry walls ⋮ Strength domain of non-periodic masonry by homogenization in generalized plane state ⋮ Theorems for masonry solids with brittle time-decaying tensile limit strength ⋮ Numerical modeling of the in-plane behavior of historical brick masonry walls ⋮ Mesoscopic modeling of failure and damage-induced anisotropy in brick masonry

Cites Work

• Derivation of the in-plane elastic characteristics of masonry through homogenization theory
• A mathematical description of macroscopic behaviour of brick masonry
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