Pages that link to "Item:Q4935588"
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The following pages link to A kinematic hardening constitutive model for sands: the multiaxial formulation (Q4935588):
Displaying 30 items.
- A work-hardening and softening constitutive model for sand: Modified plastic strain energy approach (Q608577) (← links)
- Methods for incorporating particle rearrangement into compaction using thermodynamic approaches (Q738064) (← links)
- A plasticity model for powder compaction processes incorporating particle deformation and rearrangement (Q957405) (← links)
- Analysis of the failure mode and softening behaviour of sands in true triaxial tests (Q996603) (← links)
- The role of a realistic volume constraint in modelling a two-dimensional granular assembly (Q1027031) (← links)
- Lack of energy equipartition in homogeneous heated binary granular mixtures. (Q1421131) (← links)
- On the initial stages of the densification and lithification of sediments (Q1789199) (← links)
- A 3D bounding surface model for rockfill materials (Q2321159) (← links)
- Multi-mechanism anisotropic model for granular materials (Q2479309) (← links)
- Multiple shear band development and related instabilities in granular materials (Q2573302) (← links)
- Multiphase particle method using an elastoplastic solid phase model for the diffusion of dumped sand from a split hopper (Q2664060) (← links)
- A new approach to anisotropic, bounding surface plasticity: General formulation and simulations of natural and reconstituted clay behaviour (Q2711877) (← links)
- On integration of a cyclic soil plasticity model (Q2729135) (← links)
- Development in modeling cyclic loading of sands based on kinematic hardening (Q2854676) (← links)
- Including friction in the mathematics of classical plasticity (Q2854832) (← links)
- Hyperelastic modelling of small-strain stiffness anisotropy of cyclically loaded sand (Q2854837) (← links)
- Numerical local analysis of relevant internal variables for constitutive modelling of granular materials (Q2854897) (← links)
- Explicit integration of bounding surface model for the analysis of earthquake soil liquefaction (Q2854932) (← links)
- A non-coaxial constitutive model for sand deformation under rotation of principal stress axes (Q2856252) (← links)
- On generalization of constitutive models from two dimensions to three dimensions (Q2856331) (← links)
- Rotational kinematic hardening model for three-dimensional stress reversals in sand (Q2856364) (← links)
- Predictions of large stress reversals in true triaxial tests on cross-anisotropic sand (Q2856366) (← links)
- Yield and cyclic behaviour of a strain space multiple mechanism model for granular materials (Q3423314) (← links)
- Implicit numerical integration for a kinematic hardening soil plasticity model (Q4330486) (← links)
- Kinematic hardening plasticity formulation of small strain behaviour of soils (Q4508005) (← links)
- A simple hypoplastic constitutive model for sand (Q4698213) (← links)
- Formulation of a unified constitutive model for clays and sands (Q4952163) (← links)
- A middle surface concept (MSC) model for saturated sands in general stress space (Q5435723) (← links)
- An optimization structure for frictional plasticity (Q5438865) (← links)
- A critical state model for sands dependent on stress and density (Q5463632) (← links)
