The steering machine, as a crucial component of electric automobiles, is directly related to the personal comfort and safety of the driver and passengers. When vibration and noise occur in the steering machine, the driver’s control stability can be easily affected. Therefore, reducing vibration and noise in the steering machine is an important measure to ensure driving safety. Most existing studies have shown that the causes of vibration and noise in the steering machine are complex and involve numerous influencing factors. An [
1] established a vibration control model for the motor-driven power steering (MDPS) system, providing a solution for high-frequency noise control in electric vehicles. Pietrusiak [
2] established a model of the electric power steering assembly, concluding that nonlinearity and damping contact stiffness models can more accurately simulate dynamic responses. Chen [
3] established an X-EPS steering machine model, with experimental verification showing an error of less than 5%, meeting design standards. Lin [
4] established a variable transmission ratio model for steer-by-wire (SBW) systems, improving vehicle handling stability and safety. In terms of control effectiveness, active vibration control has good application prospects in automotive steering machines. However, active vibration control systems are complex, costly, and difficult to maintain. Haas [
5] has employed a combination of virtual passive absorber technology and a damping connection joint (DCJ) compensation method. The integration of these two approaches significantly improves the control accuracy and stability of the steering test bench, providing an effective solution for testing and validation in automotive development. However, passive vibration control has limitations in its control range, and usually causes an increase in the weight of the machine, which is not conducive to the lightweight design of the structure. The acoustic black hole (ABH) structures, as an emerging wave manipulation technology, feature lightweight design, high integration, and strong constructability, making them a promising passive vibration and noise reduction technique. At the structural design, ABHs can be categorized as one-dimensional [
6] or two-dimensional [
7]. In 1D structures, gradient attenuation of bending wave speed is achieved through power-law thickness tapering. 2D structures are extended to planar waveguide manipulation, with their energy-focusing capability being enhanced. Regarding the vibration characteristic analysis methods for ABH structures, three primary approaches are typically employed: the semi-analytical method [
8,
9], the transfer matrix method [
10], and numerical methods [
11,
12]. At present, ABH technology has not been widely applied in engineering practice by researchers, and is mostly at the level of theoretical research. Ma [
13] optimized the thickness distribution of an ABH using a genetic algorithm and a Daubechies wavelet model, reducing vibration and acoustic radiation. Xu [
14] employed the finite element method to establish an ABH-embedded viscoelastic damping material (ABH-VDM) model, which extended the vibration reduction bandwidth (by 900 Hz) and lowered vibration levels by 1.4 dB. Fu [
15] applied neural networks and simulated annealing to optimize a segmented ABH beam, improving vibration suppression by reducing reflection coefficients. Jia [
16] investigated a thin-walled structure combining embedded ABH with distributed dynamic vibration absorbers (DVAs), demonstrating significant vibration attenuation across the entire frequency spectrum. Sheng [
17] used the transfer matrix method (TMM) to establish a dynamic model of a double-power-law ABH (DP-ABH) beam; comparison with the finite element method (FEM) validated the DP-ABH’s ultra-low-frequency broadband gap performance. Some researchers [
18,
19] use the NSGA-II algorithm to optimize the ABH structure in order to achieve maximum vibration reduction effect. Huang [
20] optimized the geometry and topology of the damping layer, proposing the upper bound of kinetic energy as the objective function. The optimized damping significantly improved the broadband energy dissipation performance of the ABH plate. Xiao [
21] adopted the Rayleigh–Ritz method and 3D FEM to construct a rail-mounted P-ABH vibration absorber model; this design achieved a broader vibration reduction bandwidth compared to traditional methods. Han [
22] proposed a metamaterial double-beam (MDB) structure combining ABH with local resonators (LR). By analyzing a periodically arranged double-beam unit-cell model, they demonstrated excellent low-frequency broadband vibration reduction characteristics. Besse [
23] established the motion equation model for a three-layer sandwich plate using Hamilton’s principle and zigzag theory. Experimental results confirmed that ABH can effectively achieve passive vibration control in sandwich plates. Zhang [
24] established a multilayer composite sandwich panel structure incorporating filled imperfect acoustic black holes (F-IABH), which outperformed conventional ABH structures in broadband vibration and noise reduction. Zhao [
25] created a partitioned ABH (PABH) dynamic vibration absorber (PABH-DVA) model using the PABH design method. Comparative experiments revealed the superior vibration reduction performance of PABH-DVA. Bu designed four novel fluid-conveying pipeline configurations [
26] and a drill-string pipeline structure [
27] by integrating phononic crystal and ABH techniques. Theoretical and numerical analyses demonstrated that these four pipeline configurations effectively suppress vibrations under rotational operating conditions. The drill-string pipeline structure creates low-frequency broadband band gaps for autonomous vibration suppression. Furthermore, the engineered periodic ABH wedge configuration [
28] enables effective vibration energy absorption at the wedge edges. These findings provide new perspectives for vibration mitigation in engineering pipeline systems.
To optimize vibration reduction in steering machines with attached ABH plates, the geometric parameter ranges for both the ABH and damping components must first be determined. However, the combinations formed within these ranges are infinite, making it impossible to obtain all results through finite element methods alone. The function values corresponding to all design variables across their value ranges can be accurately fitted by the surrogate model using limited sample training data, providing a new approach for solving such problems. Extensive research on structural optimization using surrogate models has been conducted by scholars across various fields. Several researchers have employed Kriging models for optimization, achieving significant improvements in prediction accuracy, training efficiency [
29], vibration reduction performance [
30], and bandgap characteristics of elastic metamaterials [
31]. Yang [
32] adopted a parallel adaptive enhancement (PAE)-based surrogate modeling approach, which substantially enhanced both prediction precision and training efficiency. Cheng [
33] utilized an integrated surrogate model combining SDAE, SA, and GRU with the D-MOHOCD-ELS algorithm to optimize the safety and vibration reduction properties of rail transit structures. Song [
34] applied the KSM-CPSO method to optimize suspension parameters for high-speed electric multiple units (EMUs), resulting in improved critical speed, running indexes, safety indexes, and overall dynamic performance. Other researchers have implemented multi-objective genetic algorithms (MOGA) to enhance vibration transmissibility [
35] and structural performance [
36].