Virtual displacements principle, existence and uniqueness for elastic no tension bodies

DOI10.1007/s11012-016-0480-5zbMath1394.74003OpenAlexW2462542366MaRDI QIDQ1696417

Mario Como

Publication date: 14 February 2018

Published in: Meccanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11012-016-0480-5

zbMATH Keywords

principle of virtual displacementselastic no tension bodiesexistence and uniqueness problemsmasonry like materials

Mathematics Subject Classification ID

Theories of fracture and damage (74A45) Stress (74A10)

Related Items (1)

A homogenized model for the nonlinear analysis of masonry columns in compression

Cites Work

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• Computational two-scale homogenization of periodic masonry: characteristic lengths and dispersive waves
• Masonry constructions: Mechanical models and numerical applications
• A class of convex non-coercive functionals and masonry-like materials
• Researches on the equilibrium of masonry structures
• New trends in the analysis of masonry structures
• Equilibrium and collapse analysis of masonry bodies
• Constitutive equation and compatibility of the external loads for linear elastic masonry-like materials
• Collapse mechanisms and the existence of equilibrium solutions for masonry bodies
• Harmonic Dispersion Analysis of Incremental Waves in Uniaxially Prestressed Plastic and Viscoplastic Bars, Plates, and Unbounded Media

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