Calculation of Deformation and Concentration

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Task:6684557


MaRDI QIDQ6684557

simultaneously compute the coupled evolution of the deformation and the concentration poro-visco-elastic material


For given external bulk force density, external surface force density, fixed boundary values and external chemical potential.



List of mathematical expressions with quantities

Poro-Visco-Elastic Diffusion Boundary Condition M(χ,c)cΦ(x,χ,c)ν=κ(x)(μe(t,x)cΦ(x,χ,c))
M symbol represents Hydraulic Conductivity
χ symbol represents Mechanical Deformation
κ symbol represents Fluid Intrinsic Permeability (Porous Medium)
μ symbol represents External Chemical Potential
c symbol represents Concentration
Poro-Visco-Elastic Diffusion Equation c˙(t,x)=(M(x,χ(t,x),c(t,x))cΦ(x,χ(t,x),c(t,x)))
M symbol represents Hydraulic Conductivity
Φ symbol represents Free Energy Density
χ symbol represents Mechanical Deformation
c symbol represents Concentration
t symbol represents Time
Poro-Visco-Elastic (Dirichlet Boundary) χ(t,x)=χD(t,x)
χ symbol represents Mechanical Deformation
χD symbol represents Mechanical Deformation (Boundary Value)
x symbol represents Spatial Variable
Poro-Visco-Elastic (Neumann Boundary) (χΦ(x,χ(t,x),c(t,x))+χ˙ζ(x,χ˙(t,x),χ(t,x),c(t,x)))νs(D2χH(x,D2χ(t,x))ν)=g(t,x)
Φ symbol represents Free Energy Density
χ symbol represents Mechanical Deformation
ν symbol represents Unit Normal Vector
ζ symbol represents Viscous Dissipation Potential
c symbol represents Concentration
g symbol represents Surface Force Density
x symbol represents Spatial Variable
Poro-Visco-Elastic Quasistatic Equation (χΦ(x,χ(t,x),c(t,x))+χ˙ζ(x,χ˙(t,x),χ(t,x),c(t,x))D2χH(x,D2χ(t,x)))=f(t,x)
H symbol represents Hyperstress Potential
Φ symbol represents Free Energy Density
χ symbol represents Mechanical Deformation
ζ symbol represents Viscous Dissipation Potential
c symbol represents Concentration
f symbol represents External Force Density
t symbol represents Time
x symbol represents Spatial Variable