Stress analysis of masonry vaults and static efficacy of FRP repairs

DOI10.1016/J.IJSOLSTR.2007.05.024zbMath1167.74374OpenAlexW2111387739MaRDI QIDQ833792

Ottavia Corbi, Alessandro Baratta

Publication date: 14 August 2009

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2007.05.024

zbMATH Keywords

theoretical approachesmasonry-like structuresNot-Resisting-Tension modelnumerical-experimental validation

Mathematics Subject Classification ID

Composite and mixture properties (74E30)

Related Items (5)

Singular stress fields for masonry-like vaults ⋮ 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 ⋮ On the equilibrium and admissibility coupling in NT vaults of general shape

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