Transitioning from a single equation $f(x)=0$ to a multivariable system is the gateway to solving complex engineering problems, from orbital mechanics to soil structural analysis. We no longer look for a simple zero on a line, but for the simultaneous intersection of $n$ hypersurfaces in $n$-dimensional space.
1. The Mathematical Structure
A nonlinear system is represented as a set of equations where each component function depends on a vector of unknowns $\mathbf{x} = (x_1, x_2, \dots, x_n)^t$:
$$f_1(x_1, x_2, \dots, x_n) = 0,$$ $$f_2(x_1, x_2, \dots, x_n) = 0,$$ $$\vdots$$ $$f_n(x_1, x_2, \dots, x_n) = 0,$$
We condense this into the vector form 核心公式:
$$\mathbf{F}(\mathbf{x}) = \mathbf{0}$$
where $\mathbf{F} = (f_1, f_2, \dots, f_n)^t$. The individual functions $f_i$ are designated as the coordinate functions of $\mathbf{F}$.
2. Analytic Foundations & Continuity
To solve these systems numerically, we must ensure the mapping is well-behaved. Definitions 10.1–10.3 establish that limits and continuity in $\mathbb{R}^n$ are determined component-wise.
Let $\mathbf{F}$ be a function from $D \subset \mathbb{R}^n$ into $\mathbb{R}^n$. We say $\lim_{\mathbf{x} \to \mathbf{x}_0} \mathbf{F}(\mathbf{x}) = \mathbf{L} = (L_1, L_2, \dots, L_n)^t$ if and only if:
$$\lim_{\mathbf{x} \to \mathbf{x}_0} f_i(\mathbf{x}) = L_i$$ for each $i=1, \dots, n$.
Utilizing the $\epsilon-\delta$ definition: for every $\epsilon > 0$, there exists $\delta > 0$ such that $\|\mathbf{F}(\mathbf{x}) - \mathbf{L}\| < \epsilon$ whenever $0 < \|\mathbf{x} - \mathbf{x}_0\| < \delta$.
3. Theoretic Refresher
Theorem 1.6: For functions from $\mathbb{R}$ into $\mathbb{R}$, continuity can often be shown by demonstrating differentiability. In the multivariable case, if the partial derivatives of the coordinate functions exist and are bounded, continuity is assured, which is a prerequisite for iterative solvers.
经典例题: Example 1
Consider the circular plates on soil problem. Place the $3 \times 3$ nonlinear system in the standard form $\mathbf{F}(\mathbf{x}) = \mathbf{0}$:
- $3x_1 - \cos(x_2 x_3) - \frac{1}{2} = 0$
- $x_1^2 - 81(x_2 + 0.1)^2 + \sin x_3 + 1.06 = 0$
- $e^{-x_1 x_2} + 20x_3 + \frac{10\pi - 3}{3} = 0$
Here, $\mathbf{x} = (x_1, x_2, x_3)^t$ and $\mathbf{F}(\mathbf{x}) = (f_1(\mathbf{x}), f_2(\mathbf{x}), f_3(\mathbf{x}))^t$.