Singular stress fields for masonry-like vaults

DOI10.1007/s00161-012-0270-9zbMath1343.74028OpenAlexW1974686933MaRDI QIDQ304155

Enrico Babilio, Maurizio Angelillo, Antonio Fortunato

Publication date: 23 August 2016

Published in: Continuum Mechanics and Thermodynamics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00161-012-0270-9

zbMATH Keywords

masonry equilibriumunilateral materialsvaults

Mathematics Subject Classification ID

Stress concentrations, singularities in solid mechanics (74G70) Membranes (74K15)

Related Items (8)

Singular stress fields for masonry-like vaults ⋮ No-tension bodies: a reinforcement problem ⋮ An isogeometric collocation method for the static limit analysis of masonry domes under their self-weight ⋮ A finite difference method for the static limit analysis of masonry domes under seismic loads ⋮ Parametric study of the distribution of the tensile stresses in pavilion structures constituted by four sectors of barrel shells ⋮ Design of self-supporting surfaces with isogeometric analysis ⋮ Singular stress fields in masonry structures: Derand was right ⋮ Minimum thrust and minimum thickness of spherical masonry domes: a semi-analytical approach

Cites Work

• Unnamed Item
• Unnamed Item
• Singular stress fields for masonry-like vaults
• Stress analysis of masonry vaults and static efficacy of FRP repairs
• On the equilibrium and admissibility coupling in NT vaults of general shape
• Limit analysis and no-tension materials
• Constitutive relations for no-tension materials
• Constitutive equation and compatibility of the external loads for linear elastic masonry-like materials
• A lumped stress method for plane elastic problems and the discrete-continuum approximation
• On statically admissible stress fields for a plane masonry-like structure

This page was built for publication: Singular stress fields for masonry-like vaults