Automatic Transformation of Nth Order ODEs to 1st Order ODEs
ModelingToolkit has a system for transformations of mathematical systems. These transformations allow for symbolically changing the representation of the model to problems that are easier to numerically solve. One simple to demonstrate transformation is the structural_simplify, which does a lot of tricks, one being the transformation that turns an Nth order ODE into N coupled 1st order ODEs.
To see this, let's define a second order riff on the Lorenz equations. We utilize the derivative operator twice here to define the second order:
using ModelingToolkit, OrdinaryDiffEq
using ModelingToolkit: t_nounits as t, D_nounits as D
@parameters σ ρ β
@variables x(t) y(t) z(t)
eqs = [D(D(x)) ~ σ * (y - x),
D(y) ~ x * (ρ - z) - y,
D(z) ~ x * y - β * z]
@named sys = ODESystem(eqs, t)\[ \begin{align} \frac{\mathrm{d}}{\mathrm{d}t} \frac{\mathrm{d} x\left( t \right)}{\mathrm{d}t} =& \left( - x\left( t \right) + y\left( t \right) \right) \sigma \\ \frac{\mathrm{d} y\left( t \right)}{\mathrm{d}t} =& - y\left( t \right) + x\left( t \right) \left( - z\left( t \right) + \rho \right) \\ \frac{\mathrm{d} z\left( t \right)}{\mathrm{d}t} =& x\left( t \right) y\left( t \right) - z\left( t \right) \beta \end{align} \]
Note that we could've used an alternative syntax for 2nd order, i.e. D = Differential(t)^2 and then D(x) would be the second derivative, and this syntax extends to N-th order. Also, we can use * or ∘ to compose Differentials, like Differential(t) * Differential(x).
Now let's transform this into the ODESystem of first order components. We do this by calling structural_simplify:
sys = structural_simplify(sys)\[ \begin{align} \frac{\mathrm{d} xˍt\left( t \right)}{\mathrm{d}t} =& \left( - x\left( t \right) + y\left( t \right) \right) \sigma \\ \frac{\mathrm{d} y\left( t \right)}{\mathrm{d}t} =& - y\left( t \right) + x\left( t \right) \left( - z\left( t \right) + \rho \right) \\ \frac{\mathrm{d} z\left( t \right)}{\mathrm{d}t} =& x\left( t \right) y\left( t \right) - z\left( t \right) \beta \\ \frac{\mathrm{d} x\left( t \right)}{\mathrm{d}t} =& xˍt\left( t \right) \end{align} \]
Now we can directly numerically solve the lowered system. Note that, following the original problem, the solution requires knowing the initial condition for x', and thus we include that in our input specification:
u0 = [D(x) => 2.0,
x => 1.0,
y => 0.0,
z => 0.0]
p = [σ => 28.0,
ρ => 10.0,
β => 8 / 3]
tspan = (0.0, 100.0)
prob = ODEProblem(sys, u0, tspan, p, jac = true)
sol = solve(prob, Tsit5())
using Plots;
plot(sol, idxs = (x, y));