Constitutive relations for no-tension materials

DOI10.1007/BF00989121zbMath0783.73006OpenAlexW2081718186MaRDI QIDQ1310122

Maurizio Angelillo

Publication date: 2 January 1994

Published in: Meccanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf00989121

zbMATH Keywords

unilateral constraintsmasonry structureselastic materialsholonomic responsenegative semi-definite stresses

Mathematics Subject Classification ID

Theory of constitutive functions in solid mechanics (74A20)

Related Items

Stable disarrangement phases arising from expansion/contraction or from simple shearing of a model granular medium ⋮ Singular stress fields for masonry-like vaults ⋮ A continuous material law for modeling thin-sheet piles and their frictional connection ⋮ Dimension reduction in the context of structured deformations ⋮ A two-dimensional homogenized model for a pile of thin elastic sheets with frictional contact ⋮ Unnamed Item ⋮ Stable disarrangement phases of elastic aggregates: a setting for the emergence of no-tension materials with non-linear response in compression ⋮ Singular stress fields in masonry structures: Derand was right ⋮ Explicit solutions for depressed masonry arches loaded until collapse. I: A one-dimensional nonlinear elastic model

Cites Work

• Properties of the Gibbs potential and the equilibrium of a liquid with its vapor
• A mathematical theory of the mechanical behavior of continuous media
• Researches on the equilibrium of masonry structures
• Constitutive equations for no-tension materials
• Constitutive equation and compatibility of the external loads for linear elastic masonry-like materials