![Stutz, H., Mašín, D. and Wuttke, F. (2016) Enhancement of a hypoplastic model for granular soil-structure interface behaviour. Acta Geotechnica 11(6): 1249-1261 [Preprint]](https://soilmodels.com/wp-content/uploads/2017/09/soilmodels-logo-background.png){kind=logo}
Hypoplastic Interface Model: Virtual Shear Zone Thickness and Surface Rougness Coefficient
||Constitutive Modelling|9 |
Hello, I want to use Hypoplastic Interface (Fric Subroutine) in my ABAQUS contact models. However, I don’t know how I can determine Virtual Shear Zone Thickness. It is the Parameter […]
Download Package of frictional interface model by Stutz et al. (2016, 2017) for granular soils based on Hypoplasticity including interface between UMAT and FRIC ABAQUS standards.
Supporting Organisations
Recent posts
-
Vibration foundation behavior 16.10.2021
-
Getting started with UMAT for Hypoplastic clay model in ABAQUS 15.10.2021
-
consistent tangent stiffness calculation in hypoplasticity sand UMAT 7.10.2021
-
stress order in hypo umat seems to be incorrect 6.10.2021
-
ALERT doctoral school on constitutive modelling – hands on session triax input files 2.10.2021
-
Initial Stiffness of CU test in Masin’s 2014 Model 29.9.2021
-
CONSTUTUTIVE MODELLING 22.9.2021
-
Compatibility of subroutines in ABQ2021 17.9.2021
-
Hypoplasticity sand convergence issues 17.9.2021
-
MATLAB Code for Bounding Surface Plasticity Model 17.9.2021
-
Non convergence problem in abaqus using hpoeca Clay Hypoplasticity in slope model 16.9.2021
-
UMAT file for POROELASTICITY 31.8.2021
Recent Comments