Effects of constitutive parameters on strain localization in sands

DOI10.1002/nag.940zbMath1429.74007OpenAlexW1970016422MaRDI QIDQ3084149

Marte Gutierrez

Publication date: 15 March 2011

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.940

zbMATH Keywords

bifurcationconstitutive modellocalizationshear banddilatancyshear strength

Mathematics Subject Classification ID

Bifurcation and buckling (74G60) Soil and rock mechanics (74L10) Proceedings, conferences, collections, etc. pertaining to mechanics of deformable solids (74-06) Geophysical solid mechanics (74L05) Proceedings, conferences, collections, etc. pertaining to geophysics (86-06)

Cites Work

• Unnamed Item
• A general theory of uniqueness and stability in elastic-plastic solids
• Acceleration waves in solids
• Shear band formation analysis in soils by the subloading surface model with tangential stress rate effect.
• A finite element model of localized deformation in frictional materials taking a strong discontinuity approach
• On uniqueness in the theory of plasticity
• Shear band inclination and shear modulus of sand in biaxial tests
• Application of micropolar plasticity to post failure analysis in geomechanics

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