Applied Mathematics and Mechanics (English Edition) ›› 2026, Vol. 47 ›› Issue (6): 1341-1362.doi: https://doi.org/10.1007/s10483-026-3397-7
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Danning JING1,2,3, Xuguang CHEN1,2,3, Shuo WANG1,2,3, Qinglin WANG1,2,3, Jie LIU1,2,3, Xinhai CHEN1,2,3,†(
)
Received:2025-12-16
Revised:2026-04-16
Published:2026-06-18
Contact:
Xinhai CHEN, E-mail: chenxinhai16@nudt.edu.cnSupported by:2010 MSC Number:
Danning JING, Xuguang CHEN, Shuo WANG, Qinglin WANG, Jie LIU, Xinhai CHEN. Intelligent surrogate modeling for penetration prediction: solving forward and inverse problems with multi-fidelity data. Applied Mathematics and Mechanics (English Edition), 2026, 47(6): 1341-1362.
Fig. 1
Multi-fidelity data-network coupling prediction workflow: (a) the data-generation stage for producing low-fidelity rapid results and high-fidelity simulation samples; (b) the network architecture with three RBF sub-networks that receive high/low-fidelity inputs and output displacement/force components; (c) the prediction analysis encompassing SHAP-based interpretability assessments and extrapolation capability tests (SHAP is the abbreviation of Shapley additive explanations, and cat is a standard abbreviation for “concatenate” (concatenation operation) in computer science and deep learning) (color online)"
Table 1
Comprehensive configuration of experimental scenarios, data sampling, and multi-fidelity task mapping"
| Variable | Symbol | Unit | Range | Discrete point (HF/LF) | Total case |
| CRH | ψ | – | 1.75–4.25 | Fixed/11 | |
| Velocity | V0 | m/s | 400–900 | 21/21 | HF: 147 |
| Angle | θ | (°) | 0–60 | 7/13 | LF: 3 003 |
| Time | t | ms | 0–tmax | 32/20 | |
| Problem | Physical task | Input | Output | Dataset split (train: test) | |
| Forward 1 | Final depth prediction | | Pd | HF | |
| Forward 2 | Time-series displacement | | X(t)=(X, Y, Z) | 40% : 60% | |
| Forward 3 | Time-series force response | | | LF | |
| Inverse | Parameter identification | Xfinal | | 80% : 20% | |
Fig. 4
Temporal evolution of relative error between low-fidelity and high-fidelity simulations under varying impact velocities and angles when ψ=3.0: (a) displacement error with θ=0.0∘; (b) acceleration error with θ=15.0∘; (c) displacement error with V0=475.0 m/s; (d) acceleration error with V0=525.0 m/s (color online)"
Table 3
Quantitative performance comparison of displacement and force component predictions under 10% noise"
| Method | X | Y | Z | ||||||
|---|---|---|---|---|---|---|---|---|---|
| R2 | EMSE | EMAPE/% | R2 | EMSE | EMAPE/% | R2 | EMSE | EMAPE/% | |
| Displacement | |||||||||
| Linear regression | 0.830 3 | 0.174 1 | 137.4 | 0.626 4 | 0.356 4 | 168.0 | 0.835 6 | 0.162 1 | 148.3 |
| Decision tree | 0.881 5 | 0.112 6 | 231.5 | 0.693 9 | 0.305 4 | 147.3 | 0.894 6 | 0.103 1 | 234.6 |
| k-nearest neighbor | 0.993 6 | 0.006 4 | 36.73 | 0.954 9 | 0.039 7 | 63.66 | 0.993 0 | 0.006 9 | 33.78 |
| XGBoost | 0.994 7 | 0.004 9 | 24.04 | 0.868 9 | 0.126 3 | 106.5 | 0.995 1 | 0.004 5 | 28.40 |
| FE-RBFN | 0.998 3 | 0.001 6 | 10.31 | 0.921 9 | 0.081 0 | 84.91 | 0.998 1 | 0.001 8 | 26.20 |
| Force component | |||||||||
| Linear regression | 0.638 9 | 0.362 5 | 80.98 | 0.000 9 | 1.079 7 | 171.62 | 0.814 6 | 0.201 9 | 63.61 |
| Decision tree | 0.858 5 | 0.142 1 | 43.21 | -0.061 0 | 1.146 6 | 165.68 | 0.973 0 | 0.029 4 | 26.50 |
| k-nearest neighbor | 0.927 8 | 0.072 5 | 30.48 | 0.197 7 | 0.867 1 | 130.25 | 0.993 0 | 0.007 6 | 16.88 |
| XGBoost | 0.923 4 | 0.076 8 | 34.88 | 0.012 3 | 1.067 4 | 160.42 | 0.991 5 | 0.009 2 | 20.11 |
| FE-RBFN | 0.942 6 | 0.060 5 | 25.43 | 0.194 3 | 0.655 1 | 122.78 | 0.994 0 | 0.006 5 | 15.33 |
Fig. 7
Performance of FE-RBFN for displacement and force component prediction at critical time points: (a)–(c) Z-displacement vs. time under varied impact conditions; (d)–(f) corresponding Z-force vs. time curves. Predicted results (dashed) and true data (symbols) are both presented (color online)"
Table 4
Method comparison for inverse parameter prediction (velocity and angle)"
| Method | Velocity | Angle | ||||
|---|---|---|---|---|---|---|
| R2 | EMSE | EMAPE/% | R2 | EMSE | EMAPE/% | |
| Linear regression | 0.940 3 | 0.068 5 | 51.05 | 0.875 8 | 0.117 6 | 70.05 |
| Decision tree | 0.951 9 | 0.055 3 | 47.32 | 0.943 7 | 0.053 3 | 17.54 |
| k-nearest neighbor | 0.917 8 | 0.094 4 | 55.92 | 0.889 9 | 0.104 3 | 91.31 |
| XGBoost | 0.968 6 | 0.036 1 | 39.19 | 0.949 0 | 0.048 3 | 31.11 |
| FE-RBFN | 0.979 7 | 0.023 4 | 29.51 | 0.993 1 | 0.006 5 | 22.26 |
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