mirror of
https://github.com/JuliaFEM/JuliaFEM.jl.git
synced 2026-08-06 04:21:33 +00:00
Cleanup of obsolete files
A lot of old files from old documentation systems etc. is in package. These are now removed or moved. Old notebooks are in docs/tutorials. This PR closes issue #124.
This commit is contained in:
Jukka Aho
@@ -1,14 +0,0 @@
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# JuliaFEM.abaqus_reader
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## Internal
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|
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---
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<a id="method__add_handler.1" class="lexicon_definition"></a>
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#### add_handler(section, function_name) [¶](#method__add_handler.1)
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Register new handler for parser
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*source:*
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[JuliaFEM/src/abaqus_reader.jl:18](https://github.com/JuliaFEM/JuliaFEM.jl/tree/b8194d0c137963b44aab6b223a22491f9b0f7774/src/abaqus_reader.jl#L18)
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@@ -1,190 +0,0 @@
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# JuliaFEM.elasticity_solver
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## Internal
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---
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<a id="method__assemble.1" class="lexicon_definition"></a>
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#### assemble!(fe, eldofs_, I, V) [¶](#method__assemble.1)
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Assemble global RHS to I,V ready for sparse format
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Parameters
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----------
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fe : local vector
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eldofs_ : Array
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degrees of freedom
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I,V : Arrays for sparse matrix
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Notes
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-----
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eldofs can also be node ids for convenience. In that case dimension
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is calculated and eldofs are "extended" to problem dimension.
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*source:*
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[JuliaFEM/src/elasticity_solver.jl:174](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/elasticity_solver.jl#L174)
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---
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<a id="method__assemble.2" class="lexicon_definition"></a>
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#### assemble!(ke, eldofs_, I, J, V) [¶](#method__assemble.2)
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Assemble global stiffness matrix to I,J,V ready for sparse format
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Parameters
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----------
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ke : local matrix
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eldofs_ : Array
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degrees of freedom
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I,J,V : Arrays for sparse matrix
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Notes
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-----
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eldofs can also be node ids for convenience. In that case dimension
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is calculated and eldofs are "extended" to problem dimension.
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*source:*
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[JuliaFEM/src/elasticity_solver.jl:133](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/elasticity_solver.jl#L133)
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---
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<a id="method__calc_local_matrices.1" class="lexicon_definition"></a>
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#### calc_local_matrices!(X, u, R, K, basis, dbasis, lambda_, mu_, ipoints, iweights) [¶](#method__calc_local_matrices.1)
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Calculate local tangent stiffness matrix and residual force vector
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R = T - F for elasticity problem.
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Parameters
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----------
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X : Element coordinates
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u : Displacement field
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R : Residual force vector
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K : Tangent stiffness matrix
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basis : Basis functions
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dbasis : Derivative of basis functions
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lambda : Material parameter
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mu : Material parameter
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ipoints : integration points
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iweights : integration weights
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Returns
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-------
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None
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Notes
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-----
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If material parameters are given in list, they are interpolated to gauss
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points using shape functions.
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*source:*
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[JuliaFEM/src/elasticity_solver.jl:76](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/elasticity_solver.jl#L76)
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---
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<a id="method__dummy.1" class="lexicon_definition"></a>
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#### dummy(a) [¶](#method__dummy.1)
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This is dummy function. Testing doctests and documentation.
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Parameters
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----------
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x : Array{Float64, 1}
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Returns
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-------
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Array{float64, 1}
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x + 1
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Notes
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-----
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This is dummy function
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Raises
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------
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Exception
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if things are not going right
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Examples
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--------
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>>> a = [1.0, 2.0, 3.0]
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>>> dummy(a)
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[2.0, 3.0, 4.0]
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*source:*
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[JuliaFEM/src/elasticity_solver.jl:44](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/elasticity_solver.jl#L44)
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---
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<a id="method__eliminate_boundary_conditions.1" class="lexicon_definition"></a>
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#### eliminate_boundary_conditions(dirichletbc, I, J, V) [¶](#method__eliminate_boundary_conditions.1)
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Eliminate Dirichlet boundary conditions from matrix
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Parameters
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----------
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dirichletbc : array [dim x nnodes]
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I, J, V : sparse matrix arrays
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Returns
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-------
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I, J, V : boundary conditions removed
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Notes
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-----
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pros:
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- matrix assembly remains positive definite
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cons:
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- maybe inefficient because of extra sparse matrix operations. (It's hard to remove stuff from sparse matrix.)
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- if u != 0 in dirichlet boundary requires extra care
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Raises
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------
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Exception, if displacement boundary conditions given, i.e.
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DX=2 for some node, for example.
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*source:*
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[JuliaFEM/src/elasticity_solver.jl:221](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/elasticity_solver.jl#L221)
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---
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<a id="method__eliminate_boundary_conditions.2" class="lexicon_definition"></a>
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#### eliminate_boundary_conditions(dirichletbc, I, V) [¶](#method__eliminate_boundary_conditions.2)
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Eliminate Dirichlet boundary conditions from vector
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Parameters
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----------
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dirichletbc : array [dim x nnodes]
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I, V : sparse vector arrays
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Returns
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-------
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I, V : boundary conditions removed
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Notes
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-----
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pros:
|
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- matrix assembly remains positive definite
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cons:
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- maybe inefficient because of extra sparse matrix operations. (It's hard to remove stuff from sparse matrix.)
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- if u != 0 in dirichlet boundary requires extra care
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Raises
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------
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Exception, if displacement boundary conditions given, i.e.
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DX=2 for some node, for example.
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*source:*
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[JuliaFEM/src/elasticity_solver.jl:260](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/elasticity_solver.jl#L260)
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---
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<a id="method__solve_elasticity_increment.1" class="lexicon_definition"></a>
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#### solve_elasticity_increment!(X, u, du, elmap, nodalloads, dirichletbc, lambda, mu, N, dNdchi, ipoints, iweights) [¶](#method__solve_elasticity_increment.1)
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Solve one increment of elasticity problem
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*source:*
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[JuliaFEM/src/elasticity_solver.jl:281](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/elasticity_solver.jl#L281)
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@@ -1,103 +0,0 @@
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JuliaFEM.elasticity_solver
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==========================
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Internal
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--------
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.. function:: assemble!(fe, eldofs_, I, V)
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||||
|
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Assemble global RHS to I,V ready for sparse format
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||||
:param fe : local vector
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:param eldofs_ : Array
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:param I,V : Arrays for sparse matrix
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:notes: eldofs can also be node ids for convenience. In that case dimension
|
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is calculated and eldofs are "extended" to problem dimension.
|
||||
**source**
|
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[JuliaFEM/src/elasticity_solver.jl:174]
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|
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.. function:: assemble!(ke, eldofs_, I, J, V)
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|
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Assemble global stiffness matrix to I,J,V ready for sparse format
|
||||
|
||||
:param ke : local matrix
|
||||
:param eldofs_ : Array
|
||||
:param I,J,V : Arrays for sparse matrix
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||||
:notes: eldofs can also be node ids for convenience. In that case dimension
|
||||
is calculated and eldofs are "extended" to problem dimension.
|
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**source**
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[JuliaFEM/src/elasticity_solver.jl:133]
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|
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.. function:: calc_local_matrices!(X, u, R, K, basis, dbasis, lambda_, mu_, ipoints, iweights)
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|
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Calculate local tangent stiffness matrix and residual force vector
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R = T - F for elasticity problem.
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|
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:param X : Element coordinates
|
||||
:param u : Displacement field
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:param R : Residual force vector
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:param K : Tangent stiffness matrix
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:param basis : Basis functions
|
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:param dbasis : Derivative of basis functions
|
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:param lambda : Material parameter
|
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:param mu : Material parameter
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:param ipoints : integration points
|
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:param iweights : integration weights
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:returns: None
|
||||
:notes: If material parameters are given in list, they are interpolated to gauss
|
||||
points using shape functions.
|
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**source**
|
||||
[JuliaFEM/src/elasticity_solver.jl:76]
|
||||
|
||||
.. function:: dummy(a)
|
||||
|
||||
This is dummy function. Testing doctests and documentation.
|
||||
|
||||
:param x : Array{Float64, 1}
|
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:returns: Array{float64, 1}
|
||||
x + 1
|
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:notes: This is dummy function
|
||||
:raises: Exception
|
||||
if things are not going right
|
||||
**source**
|
||||
[JuliaFEM/src/elasticity_solver.jl:44]
|
||||
|
||||
.. function:: eliminate_boundary_conditions(dirichletbc, I, J, V)
|
||||
|
||||
Eliminate Dirichlet boundary conditions from matrix
|
||||
|
||||
:param dirichletbc : array [dim x nnodes]
|
||||
:param I, J, V : sparse matrix arrays
|
||||
:returns: I, J, V : boundary conditions removed
|
||||
:notes: pros:
|
||||
- matrix assembly remains positive definite
|
||||
cons:
|
||||
- maybe inefficient because of extra sparse matrix operations. (It's hard to remove stuff from sparse matrix.)
|
||||
- if u != 0 in dirichlet boundary requires extra care
|
||||
:raises: Exception, if displacement boundary conditions given, i.e.
|
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DX=2 for some node, for example.
|
||||
**source**
|
||||
[JuliaFEM/src/elasticity_solver.jl:221]
|
||||
|
||||
.. function:: eliminate_boundary_conditions(dirichletbc, I, V)
|
||||
|
||||
Eliminate Dirichlet boundary conditions from vector
|
||||
|
||||
:param dirichletbc : array [dim x nnodes]
|
||||
:param I, V : sparse vector arrays
|
||||
:returns: I, V : boundary conditions removed
|
||||
:notes: pros:
|
||||
- matrix assembly remains positive definite
|
||||
cons:
|
||||
- maybe inefficient because of extra sparse matrix operations. (It's hard to remove stuff from sparse matrix.)
|
||||
- if u != 0 in dirichlet boundary requires extra care
|
||||
:raises: Exception, if displacement boundary conditions given, i.e.
|
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DX=2 for some node, for example.
|
||||
**source**
|
||||
[JuliaFEM/src/elasticity_solver.jl:260]
|
||||
|
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.. function:: solve_elasticity_increment!(X, u, du, elmap, nodalloads, dirichletbc, lambda, mu, N, dNdchi, ipoints, iweights)
|
||||
|
||||
**source**
|
||||
[JuliaFEM/src/elasticity_solver.jl:281]
|
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|
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@@ -1,19 +0,0 @@
|
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# JuliaFEM.interfaces
|
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|
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## Exported
|
||||
|
||||
---
|
||||
|
||||
<a id="method__solve_elasticity_interface.1" class="lexicon_definition"></a>
|
||||
#### solve_elasticity_interface!() [¶](#method__solve_elasticity_interface.1)
|
||||
This is generic interface that reads data from data model, solves elasticity
|
||||
problem and updates model.
|
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|
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Parameters
|
||||
----------
|
||||
model : to be defined
|
||||
|
||||
|
||||
*source:*
|
||||
[JuliaFEM/src/interfaces.jl:22](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/interfaces.jl#L22)
|
||||
|
||||
@@ -1,15 +0,0 @@
|
||||
JuliaFEM.interfaces
|
||||
===================
|
||||
|
||||
Exported
|
||||
--------
|
||||
|
||||
.. function:: solve_elasticity_interface!()
|
||||
|
||||
This is generic interface that reads data from data model, solves elasticity
|
||||
problem and updates model.
|
||||
|
||||
:param model : to be defined
|
||||
**source**
|
||||
[JuliaFEM/src/interfaces.jl:22]
|
||||
|
||||
@@ -1,260 +0,0 @@
|
||||
# JuliaFEM
|
||||
|
||||
## Exported
|
||||
|
||||
---
|
||||
|
||||
<a id="method__get_coordinates.1" class="lexicon_definition"></a>
|
||||
#### get_coordinates(el::JuliaFEM.Element) [¶](#method__get_coordinates.1)
|
||||
Return coordinates of element in array of size dim x nnodes
|
||||
|
||||
|
||||
*source:*
|
||||
[JuliaFEM/src/elements.jl:29](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/elements.jl#L29)
|
||||
|
||||
---
|
||||
|
||||
<a id="method__integrate.2" class="lexicon_definition"></a>
|
||||
#### integrate(f::Function) [¶](#method__integrate.2)
|
||||
This version returns a function which must be operated with element e
|
||||
|
||||
|
||||
*source:*
|
||||
[JuliaFEM/src/math.jl:163](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/math.jl#L163)
|
||||
|
||||
---
|
||||
|
||||
<a id="method__integrate.3" class="lexicon_definition"></a>
|
||||
#### integrate(f::Function, el::JuliaFEM.Element) [¶](#method__integrate.3)
|
||||
Integrate f over element using Gaussian quadrature rules.
|
||||
|
||||
Parameters
|
||||
----------
|
||||
el::Element
|
||||
well defined element
|
||||
f::Function
|
||||
Function to integrate
|
||||
|
||||
|
||||
*source:*
|
||||
[JuliaFEM/src/math.jl:143](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/math.jl#L143)
|
||||
|
||||
---
|
||||
|
||||
<a id="method__interpolate.1" class="lexicon_definition"></a>
|
||||
#### interpolate(field::Float64, basis::Function, ip::Array{Float64, 1}) [¶](#method__interpolate.1)
|
||||
Interpolate field variable using basis functions f for point ip.
|
||||
This function tries to be as general as possible and allows interpolating
|
||||
lot of different fields.
|
||||
|
||||
Parameters
|
||||
----------
|
||||
field :: Array{Number, dim}
|
||||
Field variable
|
||||
basis :: Function
|
||||
Basis functions
|
||||
ip :: Array{Number, 1}
|
||||
Point to interpolate
|
||||
|
||||
|
||||
*source:*
|
||||
[JuliaFEM/src/math.jl:26](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/math.jl#L26)
|
||||
|
||||
---
|
||||
|
||||
<a id="method__linearize.2" class="lexicon_definition"></a>
|
||||
#### linearize(f::Function, el::JuliaFEM.Element, field::ASCIIString) [¶](#method__linearize.2)
|
||||
Linearize function f w.r.t some given field, i.e. calculate dR/du
|
||||
|
||||
Parameters
|
||||
----------
|
||||
f::Function
|
||||
(possibly) nonlinear function to linearize
|
||||
field::ASCIIString
|
||||
field variable
|
||||
|
||||
Returns
|
||||
-------
|
||||
Array{Float64, 2}
|
||||
jacobian / "tangent stiffness matrix"
|
||||
|
||||
|
||||
|
||||
*source:*
|
||||
[JuliaFEM/src/math.jl:85](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/math.jl#L85)
|
||||
|
||||
---
|
||||
|
||||
<a id="method__linearize.3" class="lexicon_definition"></a>
|
||||
#### linearize(f::Function, field::ASCIIString) [¶](#method__linearize.3)
|
||||
This version returns another function which can be then evaluated against field
|
||||
|
||||
|
||||
*source:*
|
||||
[JuliaFEM/src/math.jl:100](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/math.jl#L100)
|
||||
|
||||
---
|
||||
|
||||
<a id="method__set_coordinates.1" class="lexicon_definition"></a>
|
||||
#### set_coordinates(el::JuliaFEM.Element, coordinates) [¶](#method__set_coordinates.1)
|
||||
Set coordinates for element
|
||||
|
||||
|
||||
*source:*
|
||||
[JuliaFEM/src/elements.jl:36](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/elements.jl#L36)
|
||||
|
||||
## Internal
|
||||
|
||||
---
|
||||
|
||||
<a id="method__add_handler.1" class="lexicon_definition"></a>
|
||||
#### add_handler(section, function_name) [¶](#method__add_handler.1)
|
||||
Register new handler for parser
|
||||
|
||||
|
||||
*source:*
|
||||
[JuliaFEM/src/abaqus_reader.jl:13](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/abaqus_reader.jl#L13)
|
||||
|
||||
---
|
||||
|
||||
<a id="method__create_lagrange_element.1" class="lexicon_definition"></a>
|
||||
#### create_lagrange_element(element_name, X, P, dP) [¶](#method__create_lagrange_element.1)
|
||||
Create new Lagrange element
|
||||
|
||||
FIXME: this is not working
|
||||
|
||||
LoadError: error compiling anonymous: type definition not allowed inside a local scope
|
||||
|
||||
It's the for loop which is causing problems. See
|
||||
https://github.com/JuliaLang/julia/issues/10555
|
||||
|
||||
|
||||
|
||||
*source:*
|
||||
[JuliaFEM/src/elements.jl:64](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/elements.jl#L64)
|
||||
|
||||
---
|
||||
|
||||
<a id="method__get_dbasisdx.1" class="lexicon_definition"></a>
|
||||
#### get_dbasisdX(el::JuliaFEM.Element, xi) [¶](#method__get_dbasisdx.1)
|
||||
Evaluate partial derivatives of basis function w.r.t
|
||||
material description X, i.e. dbasis/dX
|
||||
|
||||
|
||||
*source:*
|
||||
[JuliaFEM/src/elements.jl:20](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/elements.jl#L20)
|
||||
|
||||
---
|
||||
|
||||
<a id="method__get_element_id.1" class="lexicon_definition"></a>
|
||||
#### get_element_id(el::JuliaFEM.Element) [¶](#method__get_element_id.1)
|
||||
Get element id
|
||||
|
||||
|
||||
*source:*
|
||||
[JuliaFEM/src/elements.jl:43](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/elements.jl#L43)
|
||||
|
||||
---
|
||||
|
||||
<a id="method__get_jacobian.1" class="lexicon_definition"></a>
|
||||
#### get_jacobian(el::JuliaFEM.Element, xi) [¶](#method__get_jacobian.1)
|
||||
Get jacobian of element evaluated at point xi
|
||||
|
||||
|
||||
*source:*
|
||||
[JuliaFEM/src/elements.jl:9](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/elements.jl#L9)
|
||||
|
||||
---
|
||||
|
||||
<a id="method__integrate.1" class="lexicon_definition"></a>
|
||||
#### integrate!(f::Function, el::JuliaFEM.Element, target) [¶](#method__integrate.1)
|
||||
This version saves results inplace to target, garbage collection free
|
||||
|
||||
|
||||
*source:*
|
||||
[JuliaFEM/src/math.jl:178](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/math.jl#L178)
|
||||
|
||||
---
|
||||
|
||||
<a id="method__linearize.1" class="lexicon_definition"></a>
|
||||
#### linearize!(f::Function, el::JuliaFEM.Element, field::ASCIIString, target::ASCIIString) [¶](#method__linearize.1)
|
||||
In-place version, no additional garbage collection.
|
||||
|
||||
|
||||
*source:*
|
||||
[JuliaFEM/src/math.jl:118](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/math.jl#L118)
|
||||
|
||||
---
|
||||
|
||||
<a id="method__xdmf_new_model.1" class="lexicon_definition"></a>
|
||||
#### xdmf_new_model() [¶](#method__xdmf_new_model.1)
|
||||
Build a new model for outout
|
||||
|
||||
Parameters
|
||||
----------
|
||||
|
||||
Example
|
||||
-------
|
||||
>>> xdmf_new_model()
|
||||
|
||||
|
||||
*source:*
|
||||
[JuliaFEM/src/xdmf.jl:48](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/xdmf.jl#L48)
|
||||
|
||||
---
|
||||
|
||||
<a id="method__xdmf_new_model.2" class="lexicon_definition"></a>
|
||||
#### xdmf_new_model(xdmf_version) [¶](#method__xdmf_new_model.2)
|
||||
Build a new model for outout
|
||||
|
||||
Parameters
|
||||
----------
|
||||
|
||||
Example
|
||||
-------
|
||||
>>> xdmf_new_model()
|
||||
|
||||
|
||||
*source:*
|
||||
[JuliaFEM/src/xdmf.jl:48](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/xdmf.jl#L48)
|
||||
|
||||
---
|
||||
|
||||
<a id="type__point1.1" class="lexicon_definition"></a>
|
||||
#### JuliaFEM.Point1 [¶](#type__point1.1)
|
||||
1 node point element
|
||||
|
||||
|
||||
*source:*
|
||||
[JuliaFEM/src/elements.jl:112](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/elements.jl#L112)
|
||||
|
||||
---
|
||||
|
||||
<a id="type__quad4.1" class="lexicon_definition"></a>
|
||||
#### JuliaFEM.Quad4 [¶](#type__quad4.1)
|
||||
4 node bilinear quadrangle element
|
||||
|
||||
|
||||
*source:*
|
||||
[JuliaFEM/src/elements.jl:155](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/elements.jl#L155)
|
||||
|
||||
---
|
||||
|
||||
<a id="type__seg2.1" class="lexicon_definition"></a>
|
||||
#### JuliaFEM.Seg2 [¶](#type__seg2.1)
|
||||
3 node quadratic line element
|
||||
|
||||
|
||||
*source:*
|
||||
[JuliaFEM/src/elements.jl:139](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/elements.jl#L139)
|
||||
|
||||
---
|
||||
|
||||
<a id="type__tet10.1" class="lexicon_definition"></a>
|
||||
#### JuliaFEM.Tet10 [¶](#type__tet10.1)
|
||||
10 node quadratic tethahedron
|
||||
|
||||
|
||||
*source:*
|
||||
[JuliaFEM/src/elements.jl:195](https://github.com/JuliaFEM/JuliaFEM.jl/tree/33a7fe664e9808c57564b507f0b8d5dcb451365a/src/elements.jl#L195)
|
||||
|
||||
@@ -1,130 +0,0 @@
|
||||
JuliaFEM
|
||||
========
|
||||
|
||||
Exported
|
||||
--------
|
||||
|
||||
.. function:: get_coordinates(el::JuliaFEM.Element)
|
||||
|
||||
**source**
|
||||
[JuliaFEM/src/elements.jl:29]
|
||||
|
||||
.. function:: integrate(f::Function)
|
||||
|
||||
**source**
|
||||
[JuliaFEM/src/math.jl:163]
|
||||
|
||||
.. function:: integrate(f::Function, el::JuliaFEM.Element)
|
||||
|
||||
Integrate f over element using Gaussian quadrature rules.
|
||||
|
||||
:param el: Element
|
||||
:param f: Function
|
||||
**source**
|
||||
[JuliaFEM/src/math.jl:143]
|
||||
|
||||
.. function:: interpolate(field::Float64, basis::Function, ip::Array{Float64, 1})
|
||||
|
||||
Interpolate field variable using basis functions f for point ip.
|
||||
This function tries to be as general as possible and allows interpolating
|
||||
lot of different fields.
|
||||
|
||||
:param field : Array{Number, dim}
|
||||
:param basis : Function
|
||||
:param ip : Array{Number, 1}
|
||||
**source**
|
||||
[JuliaFEM/src/math.jl:26]
|
||||
|
||||
.. function:: linearize(f::Function, el::JuliaFEM.Element, field::ASCIIString)
|
||||
|
||||
Linearize function f w.r.t some given field, i.e. calculate dR/du
|
||||
|
||||
:param f: Function
|
||||
:param field: ASCIIString
|
||||
:returns: Array{Float64, 2}
|
||||
jacobian / "tangent stiffness matrix"
|
||||
**source**
|
||||
[JuliaFEM/src/math.jl:85]
|
||||
|
||||
.. function:: linearize(f::Function, field::ASCIIString)
|
||||
|
||||
**source**
|
||||
[JuliaFEM/src/math.jl:100]
|
||||
|
||||
.. function:: set_coordinates(el::JuliaFEM.Element, coordinates)
|
||||
|
||||
**source**
|
||||
[JuliaFEM/src/elements.jl:36]
|
||||
|
||||
Internal
|
||||
--------
|
||||
|
||||
.. function:: add_handler(section, function_name)
|
||||
|
||||
**source**
|
||||
[JuliaFEM/src/abaqus_reader.jl:13]
|
||||
|
||||
.. function:: create_lagrange_element(element_name, X, P, dP)
|
||||
|
||||
**source**
|
||||
[JuliaFEM/src/elements.jl:64]
|
||||
|
||||
.. function:: get_dbasisdX(el::JuliaFEM.Element, xi)
|
||||
|
||||
**source**
|
||||
[JuliaFEM/src/elements.jl:20]
|
||||
|
||||
.. function:: get_element_id(el::JuliaFEM.Element)
|
||||
|
||||
**source**
|
||||
[JuliaFEM/src/elements.jl:43]
|
||||
|
||||
.. function:: get_jacobian(el::JuliaFEM.Element, xi)
|
||||
|
||||
**source**
|
||||
[JuliaFEM/src/elements.jl:9]
|
||||
|
||||
.. function:: integrate!(f::Function, el::JuliaFEM.Element, target)
|
||||
|
||||
**source**
|
||||
[JuliaFEM/src/math.jl:178]
|
||||
|
||||
.. function:: linearize!(f::Function, el::JuliaFEM.Element, field::ASCIIString, target::ASCIIString)
|
||||
|
||||
**source**
|
||||
[JuliaFEM/src/math.jl:118]
|
||||
|
||||
.. function:: xdmf_new_model()
|
||||
|
||||
Build a new model for outout
|
||||
|
||||
**source**
|
||||
[JuliaFEM/src/xdmf.jl:48]
|
||||
|
||||
.. function:: xdmf_new_model(xdmf_version)
|
||||
|
||||
Build a new model for outout
|
||||
|
||||
**source**
|
||||
[JuliaFEM/src/xdmf.jl:48]
|
||||
|
||||
.. function:: JuliaFEM.Point1
|
||||
|
||||
**source**
|
||||
[JuliaFEM/src/elements.jl:112]
|
||||
|
||||
.. function:: JuliaFEM.Quad4
|
||||
|
||||
**source**
|
||||
[JuliaFEM/src/elements.jl:155]
|
||||
|
||||
.. function:: JuliaFEM.Seg2
|
||||
|
||||
**source**
|
||||
[JuliaFEM/src/elements.jl:139]
|
||||
|
||||
.. function:: JuliaFEM.Tet10
|
||||
|
||||
**source**
|
||||
[JuliaFEM/src/elements.jl:195]
|
||||
|
||||
@@ -1,2 +0,0 @@
|
||||
# JuliaFEM.xdmf
|
||||
|
||||
@@ -1,3 +0,0 @@
|
||||
JuliaFEM.xdmf
|
||||
=============
|
||||
|
||||
@@ -1,14 +0,0 @@
|
||||
API Documentation
|
||||
=================
|
||||
|
||||
Automatically generated api documentation
|
||||
|
||||
|
||||
Contents:
|
||||
|
||||
.. toctree::
|
||||
:maxdepth: 3
|
||||
|
||||
JuliaFEM
|
||||
JuliaFEM.elasticity_solver
|
||||
JuliaFEM.interfaces
|
||||
Reference in New Issue
Block a user