Theorems for masonry solids with brittle time-decaying tensile limit strength

DOI10.1007/s00707-016-1722-2zbMath1469.74003OpenAlexW2537592284MaRDI QIDQ1708670

Ottavia Corbi, Alessandro Baratta, Ileana Corbi

Publication date: 26 March 2018

Published in: Acta Mechanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00707-016-1722-2

zbMATH Keywords

stress fieldcomplementary energyevolutionary tensile behaviourlow-tension elastic-brittle assumption

Mathematics Subject Classification ID

Composite and mixture properties (74E30) Theory of constitutive functions in solid mechanics (74A20)

Cites Work

• Analytical formulation of generalized incremental theorems for 2D no-tension solids
• Numerical modeling of the in-plane behavior of historical brick masonry walls
• Stress analysis of masonry vaults and static efficacy of FRP repairs
• Failure modes and effective strength of two-phase materials determined by means of numerical limit analysis
• Description of inelastic behaviour of structural masonry.
• Towards a seismic worst scenario approach for rocking systems: analytical and experimental set-up for dynamic response
• Contribution of the fill to the static behaviour of arched masonry structures: theoretical formulation
• Heterogeneously resistant elastic-brittle solids under multi-axial stress: fundamental postulates and bounding theorems
• HOMOGENIZATION OF PERIODIC MASONRY: PLANE STRESS, GENERALIZED PLANE STRAIN OR 3D MODELLING?
• Stability of Cohesive Crack Model: Part I—Energy Principles

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