A numerical method for solving equilibrium problems of masonry-like solids

DOI10.1007/BF01007500zbMath0825.73853OpenAlexW2089352826MaRDI QIDQ1339423

Massimiliano Lucchesi, Cristina Padovani, Andrea Pagni

Publication date: 28 November 1995

Published in: Meccanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf01007500

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)

Related Items (9)

Stable disarrangement phases arising from expansion/contraction or from simple shearing of a model granular medium ⋮ A direct approach to fiber and membrane reinforced bodies. II: Membrane reinforced bodies ⋮ A numerical model for nonlinear dynamic analysis of slender masonry structures ⋮ No-tension solids in the presence of thermal expansion: An explicit solution ⋮ A mixed lumped stress-displacement approach to the elastic problem of masonry walls ⋮ Unnamed Item ⋮ Stable disarrangement phases of elastic aggregates: a setting for the emergence of no-tension materials with non-linear response in compression ⋮ An energetic view on the limit analysis of normal bodies ⋮ Processes in Masonry Bodies and the Dynamical Significance of Collapse

Cites Work

• A class of convex non-coercive functionals and masonry-like materials
• Researches on the equilibrium of masonry structures
• Constitutive equation and compatibility of the external loads for linear elastic masonry-like materials
• Unnamed Item
• Unnamed Item
• Unnamed Item

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