BEYOND FAILURE IN GRANULAR MATERIALS

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(199703)21:3<153::AID-NAG863>3.0.CO;2-D" /><153::AID-NAG863>3.0.CO;2-D 10.1002/(SICI)1096-9853(199703)21:3<153::AID-NAG863>3.0.CO;2-DzbMath0893.73047OpenAlexW2015774449MaRDI QIDQ4360706

Wei Wu, A. Niemunis

Publication date: 30 August 1998

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(199703)21:3<153::aid-nag863>3.0.co;2-d

zbMATH Keywords

constitutive modelsstress spacestable stress stateshyperplastic constitutive equationstability surface

Mathematics Subject Classification ID

Experimental work for problems pertaining to mechanics of deformable solids (74-05) Fracture and damage (74R99) Theory of constitutive functions in solid mechanics (74A20)

Related Items (2)

FE-investigations of a deterministic and statistical size effect in granular bodies within a micro-polar hypoplasticity ⋮ Non-linear analysis of shear band formation in sand

Cites Work

• Some basic principles in the mechanics of solids without a natural time
• Material instability and strain-rate discontinuities in incrementally nonlinear continua
• Localized bifurcation in hypoplasticity
• Endochronic inelasticity and incremental plasticity
• On constitutive inequalities for simple materials. I
• On constitutive inequalities for simple materials. II
• On formulation of stress-strain relations for soils at failure
• A unified numerical integration formula for the perfectly plastic von Mises model
• On the Uniqueness of Solution of the Initial Value Problem in Softening Materials
• Aspects of Invariance in Solid Mechanics
• A rate-type constitutive model for soil with a critical state
• CLoE, a new rate‐type constitutive model for geomaterials theoretical basis and implementation
• A simple hypoplastic constitutive model for sand
• Hypoplastic constitutive equation with internal variables

This page was built for publication: BEYOND FAILURE IN GRANULAR MATERIALS