Pages that link to "Item:Q1397261"
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The following pages link to Shear band formation analysis in soils by the subloading surface model with tangential stress rate effect. (Q1397261):
Displaying 15 items.
- General description of elastoplastic deformation/sliding phenomena of solids in high accuracy and numerical efficiency: subloading surface concept (Q346214) (← links)
- Exact formulation of subloading surface model: unified constitutive law for irreversible mechanical phenomena in solids (Q525627) (← links)
- Constitutive response of idealized granular media under the principal stress axes rotation (Q951145) (← links)
- Yield criterion and elasto-plastic damage constitutive model for frozen sandy soil (Q1018230) (← links)
- Simulation and interpretation of diffuse mode bifurcation of elastoplastic solids. (Q1421371) (← links)
- The evolution of shear bands of saturated soil (Q1609258) (← links)
- Elastoplastic constitutive equation of metals under cyclic loading (Q1626327) (← links)
- Elastoplastic model of metals with smooth elastic-plastic transition (Q2392316) (← links)
- Plane strain bifurcation analysis of soils by the tangential-subloading surface model (Q2565744) (← links)
- Axisymmetric bifurcation analysis in soils by the tangential-subloading surface model (Q2573283) (← links)
- Effects of constitutive parameters on strain localization in sands (Q3084149) (← links)
- An approximate method for evaluating the shear band thickness in saturated soils (Q3376580) (← links)
- Elastoplastic constitutive equation of soils with the subloading surface and the rotational hardening (Q4222682) (← links)
- On double shearing in frictional materials (Q4933108) (← links)
- A return mapping algorithm for elastoplastic and ductile damage constitutive equations using the subloading surface method (Q6558798) (← links)
