Stress Analysis of Reinforced Masonry Arches

DOI10.1080/15502280701752676zbMath1372.74006OpenAlexW2069211893MaRDI QIDQ3499031

Maria Teresa Ricamato, Sonia Marfia, Elio Sacco

Publication date: 19 May 2008

Published in: International Journal for Computational Methods in Engineering Science and Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1080/15502280701752676

zbMATH Keywords

FRPcomplementary energycomputational proceduremasonry arch

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Stress (74A10)

Related Items (1)

Coupled body-interface nonlocal damage model for FRP detachment

Cites Work

• An incremental approach to the solution of snapping and buckling problems
• Damage of masonry panels reinforced by FRP sheets
• Masonry-like solids with bounded compressive strength
• Numerical techniques for the analysis of crack propagation in cohesive materials
• Combining interface damage and friction in a cohesive‐zone model
• Modeling of reinforced masonry elements

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