Pages that link to "Item:Q675521"
From MaRDI portal
The following pages link to Single hardening constitutive model for soil, rock and concrete (Q675521):
Displaying 12 items.
- A three-invariant cap model with isotropic-kinematic hardening rule and associated plasticity for granular materials (Q833922) (← links)
- A constitutive model for pressure sensitive materials with particular reference to plain concrete (Q913561) (← links)
- Yield criterion and elasto-plastic damage constitutive model for frozen sandy soil (Q1018230) (← links)
- Two non-associated isotropic elastoplastic hardening models for frictional materials (Q1304119) (← links)
- Concrete in compression: A plasticity theory with a novel hardening law (Q1866281) (← links)
- A single-surface yield function for geomaterials (Q1892044) (← links)
- A 3D bounding surface model for rockfill materials (Q2321159) (← links)
- A yield criterion for isotropic and cross-anisotropic cohesive-frictional materials (Q2854888) (← links)
- Rotational kinematic hardening model for three-dimensional stress reversals in sand (Q2856364) (← links)
- Incrementalization of a single hardening constitutive model for frictional materials (Q3150097) (← links)
- A hierarchical approach for constitutive modelling of geologic materials (Q3705057) (← links)
- Constitutive modeling of brittle-ductile transition in porous rocks: formulation, identification and simulation (Q6157738) (← links)
