Point loading of assemblies of interlocked cube-shaped elements

DOI10.1016/j.ijengsci.2008.06.012zbMath1213.70009OpenAlexW2077790944MaRDI QIDQ540828

Yong-Cai Geng, Sumit K. Garg

Publication date: 4 June 2011

Published in: International Journal of Engineering Science (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.ijengsci.2008.06.012

zbMATH Keywords

negative stiffnesspoint loadingpost-peak softeningtopological interlocking

Mathematics Subject Classification ID

Dynamics of multibody systems (70E55)

Related Items (4)

Wave propagation in materials with negative Cosserat shear modulus ⋮ Stability of chains of oscillators with negative stiffness normal, shear and rotational springs ⋮ Elastic composite with negative stiffness inclusions in antiplane strain ⋮ Failure of topologically interlocked structures -- a level-set-DEM approach

Uses Software

• ABAQUS/Explicit

Cites Work

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• Some kinetic considerations of the Griffith criterion for fracture. I: Equations of motion at constant force. II: Equations of motion at constant deformation
• The Continuous Damage Theory of Brittle Materials, Part 1: General Theory
• Rudnicki and Rice’s Analysis of Strain Localization Revisited
• Localization and solitary waves in solid mechanics

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