A homogenization approach to the ultimate strength of brick masonry
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Publication:1589267
DOI10.1016/S0022-5096(97)00002-1zbMath0977.74565OpenAlexW2004368905MaRDI QIDQ1589267
Gianmarco De Felice, Patrick de Buhan
Publication date: 3 January 2001
Published in: Journal of the Mechanics and Physics of Solids (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/s0022-5096(97)00002-1
linear programmingfrictionanisotropic materialmacroscopic strength criterionhomogenization techniquebrick masonryyield design theoryhomogenized materialupper-bound kinematic approach
Related Items (18)
Limit states for brick masonry based on homogenization approach ⋮ Limit analysis of masonry vaults by means of curved shell finite elements and homogenization ⋮ A kinematic FE limit analysis model for thick English bond masonry walls ⋮ A limit analysis approach based on Cosserat continuum for the evaluation of the in-plane strength of discrete media: application to masonry ⋮ Continuous and discrete models for masonry like material: a critical comparative study ⋮ A macro-block model for in-plane loaded masonry walls with non-associative Coulomb friction ⋮ The interphase finite element ⋮ Identification of the representative crack length evolution in a multi-level interface model for quasi-brittle masonry ⋮ Limit analysis of masonry walls using discontinuity layout optimization and homogenization ⋮ Multiscale damage contact-friction model for periodic masonry walls ⋮ Strength domain of non-periodic masonry by homogenization in generalized plane state ⋮ Numerical modeling of the in-plane behavior of historical brick masonry walls ⋮ Monte Carlo homogenized limit analysis model for randomly assembled blocks in-plane loaded ⋮ Mechanical homogenisation of masonry wall without mortar ⋮ Elasto-plastic analysis of block structures through a homogenization method ⋮ 2D modelling of a dry joint masonry wall retaining a pulverulent backfill ⋮ Yield design of dry-stone masonry retaining structures-Comparisons with analytical, numerical, and experimental data ⋮ 3D homogenised strength criterion for masonry: application to drystone retaining walls
Cites Work
- Derivation of the in-plane elastic characteristics of masonry through homogenization theory
- A mathematical description of macroscopic behaviour of brick masonry
- Microstructural model for dry block masonry walls with in-plane loading
- Masonry as structured continuum
- Limit analysis of structures formed from rigid blocks
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