An elasto‐plastic constitutive model for soft rock with strain softening

DOI10.1002/nag.1610190402zbMath0821.73054OpenAlexW2010352623MaRDI QIDQ4834315

Fusao Oka, Toshihisa Adachi

Publication date: 19 September 1995

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.1610190402

zbMATH Keywords

uniqueness of solutionstrain-softening behaviourstress history tensorporous tuffstrain-hardening behaviour

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Plastic materials, materials of stress-rate and internal-variable type (74C99)

Cites Work

• Elasto‐plastic stress analysis. A generalization for various contitutive relations including strain softening
• The Application of Newton’s Method to the Problem of Elastic Stability
• Unnamed Item

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