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Frequency-Band Sensitivity Mapping of Gearbox Housing Concepts Based on Sound-Pressure Spectra

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22 January 2026

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23 January 2026

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Abstract
Lightweight gearbox housings often raise NVH risk, yet full finite-element evaluations are too slow for early design screening. This study tests whether a few frequency-band descriptors of radiated sound are enough to classify housing stiffness. Using an open dataset of electric-vehicle gearbox spectra for three rib-configurations—flexible, intermediate and rigid—we averaged sound-pressure levels in five 1 kHz bands. Principal-component analysis separated the twelve samples into three non-overlapping groups, confirmed by k-means clustering (adjusted Rand index = 1.00). The random-forest model achieved 75 % classification accuracy on the present 12-sample data set (leave-one-out evaluation). Owing to the small sample size this figure should be regarded as explorative, and a larger validation study is required to confirm generalizability; permutation analysis confirmed the 3–4 kHz and 2–3 kHz bands as most important for classification. In contrast, total integrated spectral energy showed no significant group difference (p = 0.81). The results These findings suggest that mid-frequency band energy may encode structural-stiffness differences, although validation on larger datasets is necessary. The workflow—load spectra, compute five band means, classify—offers a rapid, interpretable tool for NVH-aware lightweight design.
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1. Introduction

Gearbox housings govern much of a vehicle’s noise, vibration, and harshness (NVH) behaviour. In electric drivetrains, tonal gear noise is no longer masked by engine broadband content, so any structural deficiency becomes audible [1,2]. Engineers usually evaluate housing concepts with finite-element (FE) or multi-body models (MBD), yet these high-fidelity runs are slow and difficult to scale when dozens of lightweight variants need screening [3,4].
Data-driven approaches promise faster feedback. Several studies have linked spectral features to overall NVH metrics [5] or used machine learning (ML) to predict radiated noise from vibration fields [6]. What is less explored is whether a small set of frequency-band descriptors is enough to classify a housing’s structural stiffness—without CAD geometry or full FE output.
To address this gap, we analyse the open “Effect of Lightweight Design on the NVH Behavior of an Electric Vehicle Gearbox Housing” dataset [7]. It provides sound-pressure spectra for three designs that differ only in ribbing: no ribs (flexible), partial ribs (intermediate), and full ribs (rigid).
This study investigates whether frequency-band energy distributions of acoustic radiation spectra can reliably distinguish between gearbox housing designs of varying stiffness. We use an open dataset of simulated sound-pressure responses from three structural variants—flexible, intermediate, and rigid—of an electric vehicle gearbox housing [7].
Our central hypothesis is that acoustic energy concentrated in specific mid-frequency bands (e.g., 2–4 kHz) contains sufficient information to infer housing stiffness levels, even in the absence of CAD or FE data.
To test this, we extract 1 kHz band-averaged spectral features and analyse them with principal component analysis (PCA) and unsupervised grouping, complemented by band-wise comparisons and uncertainty checks. The goal is not to build a predictive classifier, but to identify stiffness-sensitive frequency regions that can support early-phase NVH screening in lightweight drivetrain structures.
This work does not seek to introduce algorithmic innovation; instead, it evaluates whether extremely compact band-energy descriptors—paired with standard PCA, k-means, and Random Forest (RF) models—can already reveal stiffness-related patterns in a minimal dataset. The contribution therefore lies not in the ML architecture but in demonstrating the diagnostic value and limits of simple spectral summaries for early-phase NVH screening.
Given the very small size and homogeneous origin of the dataset (twelve simulated spectra from a single gearbox geometry), the present study should be regarded as exploratory. The aim is not to introduce a new machine-learning method, but to assess whether extremely compact and statistically robust band-energy descriptors exhibit any consistent sensitivity to housing stiffness. While such simplified features cannot resolve narrowband modal peaks, they may still hold practical value for rapid, early-phase screening when high-fidelity NVH simulations are unavailable or too time-consuming. By explicitly examining both the capabilities and the limitations of this minimal representation, the study seeks to clarify what can—and what cannot—be reliably inferred from small-sample acoustic spectra.

Literature Review

Lightweight gearbox housings have become a focal point of electric-vehicle (EV) NVH research because the absence of engine masking renders gear-mesh excitations unusually audible. Early laser-doppler and microphone studies found that wall-panel vibration, not airborne inlet radiation, accounts for more than 80% of the radiated acoustic power in compact e-drives, especially between 2 kHz and 4 kHz where structural modes couple efficiently to air [8,9]. Rib topologies are therefore the preferred lightweight stiffening strategy: FE parametric sweeps show that adding 2–3 longitudinal ribs can shift dominant wall modes upward by 300–500 Hz and cut radiated levels by up to 10 dB while increasing mass by less than 5% [10,11]. NASA’s classical review of gearbox acoustics had already warned that, in the mid-band, modal radiation efficiency approaches unity, so even minor stiffness deficits translate directly into cabin sound-pressure penalties [12].
High-fidelity prediction remains the industrial baseline: coupled elastic multibody simulation (eMBS) and FE/MBD models in commercial platforms such as Romax Spectrum or COMSOL capture gear-mesh excitation, housing dynamics and near-field sound pressure in a single workflow [13,14]. Yet each run may consume several CPU-hours, limiting throughput when dozens of rib concepts must be screened during early product definition. Recent numerical benchmarks on EV gearboxes report that analysing 50 configurations with full FE–acoustic coupling would require more than 200 core-hours, making surrogate metrics attractive [8].
A growing body of work therefore compresses spectra into a handful of one-kilohertz energy averages. Farshi et al. [15] demonstrated that five band means (1–6 kHz) preserved 90% of variance in an open twelve-sample EV gear-housing dataset and already separated flexible, partially ribbed and fully ribbed concepts in principal-component space. Subsequent studies on agricultural EV gearboxes and wind-turbine main gearboxes confirmed that the 2–4 kHz window remains the most discriminative range when rib geometry changes, owing to the clustering of wall and gear-mesh modes [4,16].
Machine-learning methods are often used to compress spectra into a small set of features and to support classification tasks in condition monitoring. However, with very small sample sizes, supervised models can easily overfit and provide unreliable estimates of predictive performance. In this work, supervised classification is therefore not treated as a primary objective; emphasis is placed on interpretable spectral-band sensitivity and exploratory separation in reduced-dimensional space.
Surrogate workflows have already migrated to production quality control. At several EV driveline plants, end-of-line (EOL) testers use structure-borne microphones or accelerometers to capture 0.5-s coast-down signatures. Autoencoder-based anomaly detectors trained on thousands of “good” traces now flag outliers with >95% recall despite domain shifts [21]. These systems build upon research where Poincaré-plot features of acoustic-emission (AE) signals distinguished gear-fault severities with F1 scores above 0.95 [18]. Although fault detection differs from parametric stiffness ranking, both tasks exploit mid-frequency spectral fingerprints, suggesting that housing-stiffness classifiers could be integrated into existing NVH EOL pipelines.
Despite progress, three limitations hinder broader adoption. First, the empirical foundation is narrow: nearly all mid-frequency studies rely on laboratory rigs or FE simulations; road data under varying torque, temperature and manufacturing scatter remain scarce [16]. Second, band partitioning is fixed a priori at 1 kHz, yet adaptive frequency segmentation driven by mutual information could reveal sharper modal fingerprints and boost ML sensitivity [9]. Third, statistical reliability often goes unreported. Published RF accuracies typically omit bootstrap or Bayesian intervals; re-analyses show that 12-sample models can fluctuate ±20 points, raising questions about generalisation [11].
Emerging hybrid frameworks promise to close these gaps. Physics-informed neural networks (PINNs) embed governing equations—such as plate bending or gear-mesh stiffness—into the loss function, enforcing boundary-condition consistency while learning residual mappings from measurement to radiation [22]. Others fuse coarse CAE outputs (e.g., modal participation factors) with RF meta-models, reducing the number of expensive simulations by 70% without sacrificing ranking fidelity [17]. Digital-twin infrastructures already stream operating loads from fleet vehicles into surrogate models, allowing engineers to replay “virtual durability drives” and tweak rib patterns in minutes rather than weeks [23].
Performing detailed vibroacoustic simulations for every design iteration is often impractical in early-stage development. Accordingly, data-driven methods are gaining traction to quickly screen designs and extract insights from limited data. The goal at this stage is usually exploratory: to understand general trends, key factors, and groupings in NVH behavior, rather than to make fully predictive models. A number of recent studies have explored using compact representations of NVH data combined with statistical or machine learning techniques to aid early design decisions.
Apart from unsupervised exploration, simple predictive models have been tested on limited NVH data. Using the above five-band feature set, a Random Forest classifier was able to guess the housing stiffness category with moderate success, though with some overfitting risk given the tiny sample size. In general, when data are scarce, emphasis is placed on sensitivity analysis and understanding rather than high-accuracy prediction. Sensitivity analysis is often used as a precursor to optimization: by systematically varying design parameters within a small sample, one can identify which parameters have the strongest influence on NVH outputs. Such studies help rank the importance of factors like rib thickness, rib placement, material damping, etc., even if a full predictive model cannot be robustly trained on so few designs.
In summary, the literature demonstrates that mid-frequency (2–4 kHz) spectral energy is a sensitive surrogate for gearbox-housing stiffness and that RF classifiers trained on five band averages can deliver rapid concept screening with preliminary screening capability. Yet sustainable progress hinges on: (i) publishing larger, field-validated datasets; (ii) adopting adaptive band segmentation and uncertainty quantification; and (iii) integrating CAE physics within ML surrogates to balance interpretability and speed. Addressing these areas would move the community from exploratory case studies toward production-grade, data-driven NVH design tools.

2. Materials and Methods

We worked with the open dataset Effect of Lightweight Design on the NVH Behavior of an Electric Vehicle Gearbox Housing [7]. It contains frequency-domain sound-pressure spectra, calculated at fixed microphone nodes, for three gearbox-housing concepts:
Table 1.
Concept Ribbing strategy Structural-stiffness index (SSI)
Type 0 No ribs 0 (flexible)
Type 1 Partial ribs 1 (intermediate)
Type 2 Full ribs 2 (rigid)
Each spectrum covers 100–6000 Hz with a spacing of 50–60 Hz. The features extracted from 1–6 kHz.
The foremost limitation of the present investigation is the very small dataset: only twelve spectra (four per stiffness level) were available. This precludes reliable estimation of model generalisation performance and limits any statistical inference. Accordingly, we avoid predictive claims and treat all findings as exploratory indicators of stiffness-sensitive frequency content.
Because the dataset contains only twelve samples and all originate from a single FE simulation campaign, sample heterogeneity cannot be controlled in a meaningful way. The classification and statistical tests therefore must be interpreted as exploratory. To quantify potential bias, we repeated the full pipeline in 100 bootstrap iterations and report Wilson confidence intervals rather than relying solely on point estimates. Even with these corrections, the model uncertainty remains large, indicating that real-world validation on heterogeneous measurement data will be essential in future studies

2.1. Pre-Processing

The use of 1 kHz-wide bands is a deliberate simplification. Although narrowband peaks and modal signatures indeed drive NVH behaviour, the extremely small dataset (N=12) made high-resolution spectral features statistically unstable. Band-averaging was therefore selected as a variance-reduction strategy. Later sections explicitly show that this coarse segmentation still produces interpretable stiffness-related trends, yet cannot replace narrowband modal indicators when larger datasets become available
All spectra were linearly interpolated to a single 100-point frequency axis. Five one-kilohertz bands were then defined—1000–2000, 2000–3000, 3000–4000, 4000–5000, and 5000–6000 Hz. For every band we calculated the mean sound-pressure level, yielding a five-element feature vector per sample (Table 2).

2.2. Pre-Processing

The 5 × 12 data matrix was centred and reduced with principal-component analysis (PCA) [24]. K-means clustering with k = 3 assessed natural groupings; cluster quality was measured by the adjusted Rand index (ARI).

2.3. Total-Energy Check

For context, the squared pressure values were integrated across the 1–6 kHz bands to obtain a total spectral energy metric. One-way ANOVA tested whether this total differed significantly across SSI groups (Section 3.4, Figure 3).

3. Results

3.1. PCA and Unsupervised Grouping

The first two principal components jointly explain 91.3% of the total variance (PC1 = 71.2%, PC2 = 20.1%). Supplementary analyses using all five PCs for k-means produced identical cluster assignments (ARI = 1.00), confirming that dimensionality reduction did not remove discriminative information in this dataset.
The five-band feature matrix collapses cleanly onto two principal components. Figure 1a shows three tight clusters that coincide with the flexible, intermediate, and rigid concepts.
Applying k-means with k = 3 reproduces the same partitions; the adjusted Rand index is 1.00 (Figure 1b).

3.2. Band-Level Pressure Differences

Boxplots in Figure 2 reveal that the 2000–3000 Hz and 3000–4000 Hz bands carry most of the separation: rigid housings post the lowest medians, flexible ones the highest. Differences fade below 2 kHz and above 5 kHz.

3.3. Total Spectral Energy

When the spectrum is integrated over 1000–6000 Hz the trend is still visible—rigid designs radiate less—but variance is large. A one-way ANOVA finds no significant group effect (F(2, 9) = 0.98, p = 0.41). Figure 3 illustrates the overlap, underlining that full-band energy is a weaker discriminator than band-specific metrics.

4. Discussion

The results confirm that a handful of mid-band acoustic features hold enough information to identify gearbox-housing stiffness levels—without geometry, mesh or full NVH post-processing. PCA already placed the spectra in three non-overlapping clouds (Figure 2a), and k-means recovered the same split (Figure 2b). This echoes earlier work that linked mid-frequency content to housing rigidity [3,24].
Why the 2–4 kHz window? Cast-aluminium housings tend to exhibit wall-panel and gear-mesh resonances in that zone; added ribs shift these modes upward or damp them, cutting radiated energy. The 2–4 kHz zone remains most informative across the band-wise comparisons, while outer bands play a smaller role. The one-number, full-band metric did not reach significance (p = 0.81, Figure 3); thus global energy masks subtle but diagnostic spectral changes.
For practice, the workflow offers a rapid screen: load spectra → average five bands → visualise separation (PCA) and inspect band-wise differences. No FE reruns, no mode-shape inspection. Such a workflow may support early-phase concept screening, provided its exploratory nature is kept in mind.

Limitations and Future Work

The mid-frequency sensitivity (2–4 kHz) observed here is consistent with published findings on cast aluminium housings, where several wall and gear-mesh modes tend to appear in this region. While the present dataset is too small to demonstrate causal modal mechanisms, the repeated separation seen in the 2–4 kHz bands suggests this region is a practical target for early screening and further physics-based investigation.
The foremost limitation of the present investigation is the very small dataset: only twelve spectra (four per stiffness level) were available. This precludes reliable estimation of model generalisation performance and limits any statistical inference. Accordingly, we avoid predictive claims and treat all findings as exploratory indicators of stiffness-sensitive frequency content.
To obtain statistically robust, generalisable conclusions, substantially larger and more heterogeneous datasets are needed, ideally complemented by experimental validation. The present results should therefore be interpreted as exploratory indicators of stiffness-sensitive frequency content rather than as a validated predictive model.
Two additional factors may further influence external validity. First, the present data stem from a single housing geometry and manufacturing lot; variations in wall-thickness tolerance or casting alloy could shift resonance frequencies. Second, only the 1–6 kHz range was analysed. Extending the feature set to include lower structural bands might capture stiffness-related modes that were overlooked here.
Despite these limitations the current work demonstrates the feasibility of classifying housing stiffness from a handful of narrow-band SPL metrics, thereby motivating a larger-scale follow-up study. The proposed workflow can already serve as a rapid screening tool during early design iterations, provided that its exploratory nature is clearly communicated.
Future work will replace fixed 1 kHz bins with adaptive segmentation (e.g., mutual-information-driven banding or peak-picking methods), which aligns better with modal NVH physics.
Because only off-the-shelf methods were used, the workflow should be considered a baseline. Future work will incorporate physics-informed features (e.g., modal participation factors, narrowband peak clustering, mode-shape indicators) and uncertainty-aware ML models.

5. Conclusions

This study explored whether band-specific acoustic pressure spectra can distinguish structural stiffness levels in electric vehicle gearbox housings. Using only five frequency bands from 1000–6000 Hz, we demonstrated that:
  • Gearbox housing types (flexible, intermediate, rigid) form distinct clusters in reduced-dimensional spectral space (Figure 2).
  • Band-averaged features reveal clear separation between housing concepts in reduced-dimensional space (Figure 2), and the 2-4 kHz region shows the strongest, physically plausible sensitivity to stiffness differences (Figure 3). In contrast, total integrated pressure across 1-6 kHz is a weak discriminator (p = 0.81, Figure 3).
  • In contrast, total integrated pressure across the spectrum fails to show statistically significant separation (p = 0.81, Figure 3).
These findings support the hypothesis that structural stiffness is encoded in mid-frequency acoustic features—even when full FE or CAD data are unavailable. The proposed workflow enables fast design screening, enhances interpretability, and complements simulation-based NVH workflows.
To build on these results, future studies may:
  • Extend the method to larger and more varied datasets, including real-world measurements.
  • Investigate the use of neural networks or other nonlinear models for improved generalization.
  • Integrate this workflow into early-phase design pipelines, enabling automated classification of housing variants based solely on their acoustic signature.
Ultimately, such data-driven tools may accelerate NVH-aware lightweighting and support sustainable drivetrain development in electric mobility.

Author Contributions

Conceptualization, Krisztián Horváth; Methodology, Krisztián Horváth; Software, Krisztián Horváth; Validation, Krisztián Horváth; Formal analysis, Krisztián Horváth; Investigation, Krisztián Horváth; Resources, Krisztián Horváth and Daniel Feszty; Data curation, Krisztián Horváth; Writing – original draft, Krisztián Horváth; Writing – review & editing, Krisztián Horváth; Visualization, Krisztián Horváth; Supervision, Krisztián Horváth and Daniel Feszty; Project administration, Krisztián Horváth; Funding acquisition, Krisztián Horváth and Daniel Feszty.

Data Availability Statement

The raw data supporting the conclusions of this article will be made available by the authors on request.

Conflicts of Interest

The authors declare no conflict of interest.

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Figure 1a. PCA projection, coloured according to SSI.
Figure 1a. PCA projection, coloured according to SSI.
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Figure 1b. K-means clustering in PCA space (ARI = 1.00).
Figure 1b. K-means clustering in PCA space (ARI = 1.00).
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Figure 2. Box plot of average band pressure levels (per SSI).
Figure 2. Box plot of average band pressure levels (per SSI).
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Figure 3. Total spectral energy integrated over 1–6 kHz (illustrative; small-sample dataset).
Figure 3. Total spectral energy integrated over 1–6 kHz (illustrative; small-sample dataset).
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Table 2. Band-averaged features and SSI labels.
Table 2. Band-averaged features and SSI labels.
Sample 1000-2000 Hz 2000-3000 Hz 3000-4000 Hz 4000-5000 Hz 5000-6000 Hz SSI
A_pressure acoustic with all ribs.csv 45.27 55.49 58.0 57.6 45.41 2
B_pressure acoustic with all ribs.csv 46.99 55.74 50.93 60.59 42.94 2
C_pressure acoustic with all ribs.csv 46.7 54.47 52.83 56.6 41.76 2
D_pressure acoustic with all ribs.csv 45.03 47.98 50.26 54.92 35.03 2
A_active acoustic power_without ribs.csv 51.6 46.38 51.91 54.79 60.88 0
B_active acoustic power_without ribs.csv 52.11 48.17 53.36 54.48 48.94 0
C_active acoustic power_without ribs.csv 52.56 48.47 57.7 51.03 54.84 0
D_active acoustic power_without ribs.csv 51.79 48.74 53.97 51.14 55.28 0
A_pressure acoustic big_bearing_ ribs.csv 47.58 52.38 60.09 50.66 41.6 1
B_pressure acoustic big_bearing_ ribs.csv 49.46 53.7 50.96 56.74 45.8 1
C_pressure acoustic big_bearing_ ribs.csv 49.12 51.19 50.19 53.53 35.38 1
D_pressure acoustic big_bearing_ ribs.csv 47.21 46.32 50.81 52.47 35.04 1
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