Analysis of discontinuous bifurcations for elasto-plastic geomaterials with effect of damage
From MaRDI portal
Publication:1887515
DOI10.1007/BF01171448zbMath1092.74045OpenAlexW2071044507WikidataQ60636101 ScholiaQ60636101MaRDI QIDQ1887515
Publication date: 19 November 2004
Published in: Acta Mechanica (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/bf01171448
Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Anelastic fracture and damage (74R20) Bifurcation and buckling (74G60) Soil and rock mechanics (74L10)
Related Items
Cites Work
- Unnamed Item
- A note on nonassociated plastic flow rules
- A finite element method for localized failure analysis
- Bounds to bifurcation stresses in solids with non-associated plastic flow law at finite strain
- Properties of discontinuous bifurcation solutions in elasto-plasticity
- Discontinuous bifurcations of elastic-plastic solutions at plane stress and plane strain
- Uniqueness and localization -- I: Associative and non-associative elastoplasticity
- The periodic points of maps of the disk and the interval
- An analysis of strong discontinuities induced by strain-softening in rate-independent inelastic solids
- Embedded localization band in undrained soil based on regularized strong discontinuity -- theory and FE-analysis
- Localization analysis via a geometrical method
- Bifurcation results for plasticity coupled to damage with MCR-effect
- Bifurcations in elastic-plastic materials
- Constitutive model with strain softening
- Discontinuous displacement approximation for capturing plastic localization
- On the Unification of Yield Criteria