JuliaFEM.jl/src/elasticity_solver.jl

# This file is a part of JuliaFEM. License is MIT: https://github.com/ovainola/JuliaFEM/blob/master/README.md
module elasticity_solver

using Logging
@Logging.configure(level=DEBUG)

VERSION < v"0.4-" && using Docile

# Below this line is internal functions related to solver. They can be used
# directly if needed or using general interface combining data model and
# solver.

@doc """
Calculate local tangent stiffness matrix and residual force vector R = T - F
""" ->
function calc_local_matrices!(X, u, R, Kt, N, dNdξ, λ_, μ_, ipoints, iweights)
  dim, nnodes = size(X)
  I = eye(dim)
  R[:,:] = 0.0
  Kt[:,:] = 0.0

  dF = zeros(dim, dim)

  for m = 1:length(iweights)
    w = iweights[m]
    ξ = ipoints[m, :]
    # interpolate material parameters from element node fields
    λ = (λ_*N(ξ))[1]
    μ = (μ_*N(ξ))[1]
        Jᵀ = X*dNdξ(ξ)
        detJ = det(Jᵀ)
        ∇N = inv(Jᵀ)*dNdξ(ξ)'
        ∇u = u*∇N'
        F = I + ∇u  # Deformation gradient
        E = 1/2*(∇u' + ∇u + ∇u'*∇u)  # Green-Lagrange strain tensor
        S = λ*trace(E)*I + 2*μ*E  # PK2 stress tensor
        P = F*S  # PK1 stress tensor
        R[:,:] += w*P*∇N*detJ

        for p = 1:nnodes
            for i = 1:dim
                dF[:,:] = 0.0
                dF[i,:] = ∇N[:,p]
                dE = 1/2*(F'*dF + dF'*F)
                dS = λ*trace(dE)*I + 2*μ*dE
                dP = dF*S + F*dS
                for q = 1:nnodes
                    for j = 1:dim
                        Kt[dim*(p-1)+i,dim*(q-1)+j] += w*(dP[j,:]*∇N[:,q])[1]*detJ
                    end
                end
            end
        end

    end
end


@doc """
Assemble global stiffness matrix to I,J,V ready for sparse format

Parameters
----------
ke : local matrix
eldofs_ : Array
  degrees of freedom
I,J,V : Arrays for sparse matrix

Notes
-----
eldofs can also be node ids for convenience. In that case dimension
is calculated and eldofs are "extended" to problem dimension.
""" ->
function assemble!(ke, eldofs_, I, J, V)
    n, m = size(ke)
    dim = round(Int, n/length(eldofs_))
    @debug("problem dim = ", dim)
    if dim == 1
        eldofs = eldofs_
    else
        eldofs = Int64[]
        for i in eldofs_
            for d in 1:dim
                push!(eldofs, dim*(i-1)+d)
            end
        end
        @debug("old eldofs", eldofs_)
        @debug("new eldofs", eldofs)
    end
    for i in 1:n
        for j in 1:m
            push!(I, eldofs[i])
            push!(J, eldofs[j])
            push!(V, ke[i,j])
        end
    end
end


@doc """
Assemble global RHS to I,V ready for sparse format

Parameters
----------
fe : local vector
eldofs_ : Array
  degrees of freedom
I,V : Arrays for sparse matrix

Notes
-----
eldofs can also be node ids for convenience. In that case dimension
is calculated and eldofs are "extended" to problem dimension.
""" ->
function assemble!(fe, eldofs_, I, V)
    n = length(fe)
    dim = round(Int, n/length(eldofs_))
    if dim == 1
        eldofs = eldofs_
    else
        eldofs = Int64[]
        for i in eldofs_
            for d in 1:dim
                push!(eldofs, dim*(i-1)+d)
            end
        end
        @debug("old eldofs", eldofs_)
        @debug("new eldofs", eldofs)
    end

    for i in 1:n
        push!(I, eldofs[i])
        push!(V, fe[i])
    end
end


@doc """
Solve one increment of elasticity problem
""" ->
function solve_elasticity_increment!(X, u, du, R, Kt, elmap, nodalloads,
                                     dirichletbc, λ, μ, N, dNdξ, ipoints,
                                     iweights)
  calc_local_matrices!(X, u, R, Kt, N, dNdξ, λ, μ, ipoints, iweights)
  # FIXME: boundary conditions
  free_dofs = find(isnan(dirichletbc))
  R -= nodalloads
  du[free_dofs] = Kt[free_dofs, free_dofs] \ -reshape(R, 8)[free_dofs]
end


end