[JuliaFEM.Model](JuliaFEM.md#type__model.1) Basic model
## MODULE: JuliaFEM.elasticity_solver
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## Methods [Internal]
[assemble!(fe, eldofs_, I, V)](JuliaFEM.elasticity_solver.md#method__assemble.1) Assemble global RHS to I,V ready for sparse format
[assemble!(ke, eldofs_, I, J, V)](JuliaFEM.elasticity_solver.md#method__assemble.2) Assemble global stiffness matrix to I,J,V ready for sparse format
[calc_local_matrices!(X, u, R, Kt, N, dNdchi, lambda_, mu_, ipoints, iweights)](JuliaFEM.elasticity_solver.md#method__calc_local_matrices.1) Calculate local tangent stiffness matrix and residual force vector R = T - F
[eliminate_boundary_conditions(dirichletbc, I, J, V)](JuliaFEM.elasticity_solver.md#method__eliminate_boundary_conditions.1) Eliminate Dirichlet boundary conditions from matrix
[eliminate_boundary_conditions(dirichletbc, I, V)](JuliaFEM.elasticity_solver.md#method__eliminate_boundary_conditions.2) Eliminate Dirichlet boundary conditions from vector
[interpolate{T<:Real}(field::Array{T<:Real, 1}, basis::Function, ip)](JuliaFEM.elasticity_solver.md#method__interpolate.1) Interpolate field variable using basis functions f for point ip.
[solve_elasticity_increment!(X, u, du, elmap, nodalloads, dirichletbc, lambda, mu, N, dNdchi, ipoints, iweights)](JuliaFEM.elasticity_solver.md#method__solve_elasticity_increment.1) Solve one increment of elasticity problem