Microstructural model for dry block masonry walls with in-plane loading

DOI10.1016/0022-5096(94)90065-5zbMath0806.73057OpenAlexW1965972489MaRDI QIDQ1338729

Ilaria Monetto, Giovanni Alpa

Publication date: 7 December 1994

Published in: Journal of the Mechanics and Physics of Solids (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0022-5096(94)90065-5

zbMATH Keywords

homogenizationdisplacement jumpselastic solidslimiting stress conditionssmall frictional cracks

Mathematics Subject Classification ID

Micromechanics of solids (74M25) Soil and rock mechanics (74L10) Micromechanical theories (74A60) Theory of constitutive functions in solid mechanics (74A20)

Related Items (13)

A multi-parameter homogenization study for modeling elastic masonry ⋮ Water-hammer control in pressurized-pipe flow using an in-line polymeric short-section ⋮ Identification of the representative crack length evolution in a multi-level interface model for quasi-brittle masonry ⋮ Computational two-scale homogenization of periodic masonry: characteristic lengths and dispersive waves ⋮ Continuum damage model for orthotropic materials: application to masonry ⋮ An adaptive multi-scale computational modelling of Clare College Bridge ⋮ An adaptive multi-scale approach to the modelling of masonry structures ⋮ Cosserat and Cauchy materials as continuum models of brick masonry ⋮ Numerical analysis of masonry structures via interface models. ⋮ Discrete and continuous models for in plane loaded random elastic brickwork ⋮ A damage model for masonry structures ⋮ A homogenization approach to the ultimate strength of brick masonry ⋮ Out of plane model for heterogeneous periodic materials: the case of masonry.

Cites Work

• Unnamed Item
• Analysis of a theory of elasticity for masonry solids
• Elastic solids with many cracks: a simple method of analysis
• Researches on the equilibrium of masonry structures
• Constitutive equations for no-tension materials
• Overall moduli of solids with microcracks: load-induced anisotropy
• Limit analysis of structures formed from rigid blocks
• The effect of cracks on the uniaxial elastic compression of rocks

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