Bingham Elasto‐viscoplastic - geomechanics/mpm GitHub Wiki
{
"materials": [
{
"id": 0,
"type": "BinghamViscoPlastic2D",
"density": 2000,
"youngs_modulus": 100e6,
"poisson_ratio": 0.3,
"volumetric_gamma": 7.0,
"tau0": 200,
"dynamic_viscosity": 0.5,
"flocculation_state": 0.5,
"flocculation_parameter": 1.0,
"deflocculation_rate": 1.0
}
]
}
"id"is the material ID corresponding to a subset (or all) of the generated material points."type"is either"BinghamViscoPlastic2D"or"BinghamViscoPlastic3D"."density"is material density."youngs_modulus"is the constant elastic parameter Young's modulus."poisson_ratio"is the constant elastic parameter Poisson's ratio."volumetric_gamma"is a constant used in the equation of state to compute pressure."tau0"is the shear yield stress."dynamic_viscosity"is the constant plastic viscosity."flocculation_state"is the initial internal structural state of the material."flocculation_parameter"is the flocculation rate in the unit of (Pa/s)."deflocculation_rate"is the constant that governs the exponential decrease of shear stress under a constant shear rate.
Details of the constitutive equations for the thixotropy Bingham model can be found in [1].
References
[1] Yu, J., Chandra, B., Wilkes, C., Zhao, J., & Soga, K. (2025). An elasto-viscoplastic thixotropic model for fresh concrete capturing flow-rest transition. arXiv preprint arXiv:2512.23364.