TY - JOUR
T1 - A differentiable Boussinesq framework for forward and inverse three-dimensional elastic contact
AU - Wang, Yingchong
AU - Li, Xingyu
AU - Ding, Xiaoyu
N1 - Publisher Copyright:
© 2026 Elsevier Ltd.
PY - 2026/10
Y1 - 2026/10
N2 - Finite element and boundary element methods (BEM) are reliable for forward elastic contact analysis, but inverse identification of material or loading parameters usually requires repeated forward solves or an external optimization loop. This work develops BEINN, a Boussinesq-equation-informed neural network for three-dimensional elastic half-space contact. A fixed differentiable Boussinesq layer maps pressure to surface displacement through zero-padded FFT convolution, so the network predicts only pressure while displacement and gap follow by construction. The forward loss combines Fischer–Burmeister complementarity with complementary-energy regularization and requires no labeled pressure data. For Hertz contact, BEINN matches the same-discretization BEM solution on a 128 × 128 grid with a pressure relative L2 error of 0.003% and a load error of 0.0014%. The BEM reference is independently verified against the analytical solution by grid refinement, and the same hyperparameters remain accurate across three orders of magnitude in modulus. Fourier-MLP and U-Net backbones are used for smooth and rough contacts, respectively. BEINN also resolves deterministic rough-surface pressure fields, recovers modulus from sparse noisy observations, and is independently validated using analytical Hertz pressure data.
AB - Finite element and boundary element methods (BEM) are reliable for forward elastic contact analysis, but inverse identification of material or loading parameters usually requires repeated forward solves or an external optimization loop. This work develops BEINN, a Boussinesq-equation-informed neural network for three-dimensional elastic half-space contact. A fixed differentiable Boussinesq layer maps pressure to surface displacement through zero-padded FFT convolution, so the network predicts only pressure while displacement and gap follow by construction. The forward loss combines Fischer–Burmeister complementarity with complementary-energy regularization and requires no labeled pressure data. For Hertz contact, BEINN matches the same-discretization BEM solution on a 128 × 128 grid with a pressure relative L2 error of 0.003% and a load error of 0.0014%. The BEM reference is independently verified against the analytical solution by grid refinement, and the same hyperparameters remain accurate across three orders of magnitude in modulus. Fourier-MLP and U-Net backbones are used for smooth and rough contacts, respectively. BEINN also resolves deterministic rough-surface pressure fields, recovers modulus from sparse noisy observations, and is independently validated using analytical Hertz pressure data.
KW - Boussinesq integral equation
KW - Elastic half-space contact
KW - Inverse identification
KW - Physics-informed neural network
KW - Rough surface contact
UR - https://www.scopus.com/pages/publications/105046725553
U2 - 10.1016/j.enganabound.2026.106954
DO - 10.1016/j.enganabound.2026.106954
M3 - Article
AN - SCOPUS:105046725553
SN - 0955-7997
VL - 191
JO - Engineering Analysis with Boundary Elements
JF - Engineering Analysis with Boundary Elements
M1 - 106954
ER -