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docs(physics): trim api.jl to assembler-era stubs
Replace the long `Physics{...}` narrative with short placeholders that explain
how `assemble!`/`solve!`/BC hooks are extended by assemblers or Legacy only.
- Document the kernel + assembler workflow as the active surface.
- Point Dirichlet/Neumann reservations at matrix-free BC and load value types.
- Keep generic function declarations for Legacy method attachment.
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# License is MIT: see https://github.com/JuliaFEM/JuliaFEM.jl/blob/master/LICENSE.md
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"""
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Physics API definitions.
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Physics-level interface stubs.
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This file defines the interface functions for physics problems.
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Abstract type `AbstractPhysics` is defined in `src/physics/abstract.jl`.
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Concrete implementations are in `src/physics/types.jl` and `src/physics/boundary_conditions.jl`.
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Older JuliaFEM versions had a `Physics{Formulation, Field, Mesh, Material}` struct
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that owned `assemble!` / `solve!` / `add_dirichlet!` / `add_neumann!` as the
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top-level user surface. The current architectural reset replaced that high-level surface with
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the `AbstractKernel` + assembler + matrix-free hooks design that lives under
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`src/assemblers/`. The four function names below are kept here only as
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top-level placeholders so that:
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Must be included after core api.jl, fields/api.jl, materials/api.jl, and formulations.
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- the `JuliaFEM.Legacy` submodule (when loaded via `JULIAFEM_ENABLE_LEGACY=1`)
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can hang its method definitions on the same generic functions;
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- the assemblers (`src/assemblers/element_based/element_based_coo.jl`,
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`src/assemblers/dof_based/dof_based_coo.jl`) can extend `assemble!` with
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methods that match the current cache-based workflow.
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There is no `Physics(...)` constructor in the active build. The current
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end-to-end flow is documented in `AGENTS.md` and exercised by
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`test/runtests.jl`.
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"""
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# ============================================================================
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# PHYSICS INTERFACE FUNCTIONS
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# ============================================================================
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"""
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assemble!(physics::AbstractPhysics) -> (K, f)
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assemble!(...)
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Assemble global system matrices for a physics problem.
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This is the core FEM operation that builds:
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- `K`: Global stiffness/tangent matrix (sparse or matrix-free operator)
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- `f`: Global force/residual vector
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# Arguments
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- `physics`: Physics problem with mesh, material, field, formulation
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# Returns
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- `K`: Global stiffness matrix (sparse or operator)
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- `f`: Global force vector
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# Implementation Strategy
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**Dispatch on formulation × field combination:**
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```julia
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# 3D solid mechanics with displacement field
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function assemble!(physics::Physics{ContinuumFormulation{FullThreeD}, Displacement{3}, M, Mat})
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# Standard displacement-based elasticity
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end
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# Beam with displacement + rotation field
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function assemble!(physics::Physics{BeamFormulation{Timoshenko}, DisplacementRotation{3}, M, Mat})
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# Beam-specific assembly (6 DOFs per node)
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end
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# Generic fallback
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function assemble!(physics::Physics{Fm, F, M, Mat}) where {Fm, F, M, Mat}
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error("No assembly method for formulation \$Fm with field \$F")
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end
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```
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# Examples
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```julia
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physics = Physics(
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name = "cantilever",
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mesh = mesh,
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element_set = :all,
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field = Displacement{3}(),
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formulation = ContinuumFormulation{FullThreeD}(),
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material = steel
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)
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# Assemble system
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K, f = assemble!(physics)
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# K is sparse matrix (for small problems) or matrix-free operator (for large)
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# f is residual vector (nonlinear) or force vector (linear)
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```
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# See Also
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- [`solve!`](@ref) - Solve after assembly
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- Matrix-free assembly for large problems
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- Nodal assembly for GPU acceleration
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Generic assembly entry point. Concrete methods are added by the element-based
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and DOF-based assemblers under `src/assemblers/`.
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"""
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function assemble! end
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"""
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solve!(physics::AbstractPhysics) -> solution
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solve!(...)
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Solve a physics problem.
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Automatically selects appropriate solver based on problem type:
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- Linear problems: Direct solver or CG/GMRES
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- Nonlinear problems: Newton-Raphson with line search
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- Dynamic problems: Time integration (Newmark, HHT-α)
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# Arguments
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- `physics`: Physics problem (must have BCs applied)
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# Returns
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- `solution`: Solution vector or solution object with field values
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# Solver Selection Logic
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```julia
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function solve!(physics::Physics)
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if is_linear(physics.material)
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# Linear solver
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K, f = assemble!(physics)
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u = K \\ f
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else
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# Nonlinear solver (Newton-Raphson)
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u = newton_solve(physics)
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end
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return u
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end
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```
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# Examples
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```julia
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# Apply boundary conditions first
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add_dirichlet!(physics, fixed_nodes, [1,2,3], 0.0)
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add_neumann!(physics, loaded_surface, traction)
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# Solve
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solution = solve!(physics)
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# Access results
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u = solution.displacement # or solution.temperature, etc.
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```
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# See Also
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- [`assemble!`](@ref) - System assembly
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- [`add_dirichlet!`](@ref) - Essential BCs
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- [`add_neumann!`](@ref) - Natural BCs
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Reserved name. The default 0.x build does not provide a top-level `solve!` method;
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solvers are composed externally via `MatrixFreeOperator` + Krylov methods or
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via direct factorisation of the assembled matrix. Methods on this name only
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exist inside `JuliaFEM.Legacy`.
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"""
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function solve! end
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"""
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add_dirichlet!(physics::AbstractPhysics, node_ids, components, values)
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add_dirichlet!(...)
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Apply essential (Dirichlet) boundary conditions.
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Essential BCs prescribe field values at specific nodes:
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- Fixed displacements (u = 0)
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- Prescribed temperatures (T = 100°C)
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- Prescribed rotations (θ = 0)
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# Arguments
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- `physics`: Physics problem
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- `node_ids::Vector{Int}`: Node IDs where BC applies
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- `components::Vector{Int}`: Which DOF components (e.g., [1,2,3] for all, [3] for z-direction)
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- `values::Float64` or `Vector{Float64}`: Prescribed values
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# Implementation Methods
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**Elimination method** (modify K, f):
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```julia
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# Remove rows/columns for constrained DOFs
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K_reduced, f_reduced = eliminate_constraints(K, f, bc_nodes, bc_values)
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u_free = K_reduced \\ f_reduced
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u_full = insert_constrained_values(u_free, bc_nodes, bc_values)
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```
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**Penalty method** (add large stiffness):
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```julia
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# Add penalty terms to K
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for (node, component, value) in constraints
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dof = get_dof(node, component)
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K[dof, dof] += penalty # Large number (e.g., 1e10 * max(K))
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f[dof] = penalty * value
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end
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```
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**Lagrange multipliers** (augmented system):
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```julia
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# Solve [K G^T] [u] [f]
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# [G 0 ] [λ] = [g]
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```
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# Examples
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```julia
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# Fix all DOFs at nodes 1, 2, 3
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add_dirichlet!(physics, [1,2,3], [1,2,3], 0.0)
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# Fix only z-displacement at node 10
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add_dirichlet!(physics, [10], [3], 0.0)
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# Prescribe x-displacement at node 20
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add_dirichlet!(physics, [20], [1], 0.1)
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# Fix temperature at boundary nodes
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add_dirichlet!(physics_thermal, boundary_nodes, [1], 273.15)
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```
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# See Also
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- [`add_neumann!`](@ref) - Natural boundary conditions
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- [`solve!`](@ref) - Solve with BCs applied
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Reserved name. In the default 0.x build, Dirichlet conditions are expressed as
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`PenaltyDirichlet` / `EliminatedDirichlet` value objects passed to the
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matrix-free operator. Methods on this name only exist inside `JuliaFEM.Legacy`.
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"""
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function add_dirichlet! end
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"""
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add_neumann!(physics::AbstractPhysics, surface_ids, values)
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add_neumann!(...)
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Apply natural (Neumann) boundary conditions.
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Natural BCs apply forces, tractions, or fluxes:
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- Surface tractions (solid mechanics)
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- Heat flux (thermal)
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- Pressure loads
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- Body forces
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# Arguments
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- `physics`: Physics problem
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- `surface_ids::Vector{Int}`: Surface/edge element IDs where BC applies
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- `values`: Traction vectors (Vec{3}), scalars (pressure), or functions
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# Implementation
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Natural BCs contribute to force vector:
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```julia
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# For each surface element
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for surf_elem in surface_elements
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# Integrate traction over surface
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f_surf = ∫(N^T * t * dS) # N = shape functions, t = traction
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# Add to global force vector
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f[surf_dofs] += f_surf
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end
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```
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# Examples
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```julia
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# Apply traction to surface
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traction = Vec{3}(0.0, -1000.0, 0.0) # 1000 N/m² downward
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add_neumann!(physics, surface_elements, traction)
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# Apply pressure (always normal to surface)
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pressure = -100e3 # 100 kPa (negative = compression)
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add_neumann!(physics, surface_elements, pressure)
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# Heat flux (thermal problem)
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heat_flux = 5000.0 # W/m²
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add_neumann!(physics_thermal, surface_elements, heat_flux)
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```
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# See Also
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- [`add_dirichlet!`](@ref) - Essential boundary conditions
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- [`solve!`](@ref) - Solve with BCs applied
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Reserved name. In the default 0.x build, Neumann loads are expressed as
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`NodalForce` / `UniformBodyForce` / `SurfaceLoad` value objects applied via
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`apply_load!`. Methods on this name only exist inside `JuliaFEM.Legacy`.
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"""
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function add_neumann! end
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