A platform for research: civil engineering, architecture and urbanism
Numerical model for solid-like and fluid-like behavior of granular flows
AbstractWe propose a constitutive model for both the solid-like and fluid-like behavior of granular materials by decomposing the stress tensor into quasi-static and collisional components. A hypoplastic model is adopted for the solid-like behavior in the quasi-static regime, while the viscous and dilatant behavior in the fluid-like regime is represented by a modified $$\mu (I)$$ μ ( I ) rheology model. This model effectively captures the transition between solid-like and fluid-like flows. Performance and validation of the proposed model are demonstrated through numerical simulations of element tests.
Numerical model for solid-like and fluid-like behavior of granular flows
AbstractWe propose a constitutive model for both the solid-like and fluid-like behavior of granular materials by decomposing the stress tensor into quasi-static and collisional components. A hypoplastic model is adopted for the solid-like behavior in the quasi-static regime, while the viscous and dilatant behavior in the fluid-like regime is represented by a modified $$\mu (I)$$ μ ( I ) rheology model. This model effectively captures the transition between solid-like and fluid-like flows. Performance and validation of the proposed model are demonstrated through numerical simulations of element tests.
Numerical model for solid-like and fluid-like behavior of granular flows
Acta Geotech.
Wang, Yadong (author) / Wu, Wei (author)
Acta Geotechnica ; 19 ; 6483-6494
2024-10-01
Article (Journal)
Electronic Resource
English
Numerical model for solid-like and fluid-like behavior of granular flows
Springer Verlag | 2024
|Interface Between Fluid- and Solid-like Behaviour in Rapid Granular Flows Down Bumpy Inclines
British Library Online Contents | 1999
|