Equation-Free Digital Twins for Nonlinear Structural Dynamics
Mohammad Mahdi Abaei, Ahmad BahooToroody, Arttu Poloj\"arvi, Heikki Remes, Ulf Tyge Tygesen, Mikko Suominen, Michael Beer

TL;DR
This paper presents a novel digital twin framework using Koopman operator theory and Hankel embeddings for real-time, input-blind structural dynamics monitoring of complex engineering systems.
Contribution
It introduces a rank-optimized Koopman-Hankel method enabling autonomous, high-fidelity reconstruction without prior structural parameters, validated on offshore wind turbine data.
Findings
Separates structural resonances from rotor harmonics under noise
Achieves >0.95 R^2 at 1 Hz data assimilation
Estimates a Lyapunov time of ~1 second for predictability
Abstract
Monitoring high-dimensional engineering structures in extreme environments is limited by non-stationary excitation, nonlinear structural kinematics, and stochastic forcing. Traditional model-based and black-box data-driven methods often struggle to resolve these dynamics in real time, particularly under sensor failure or partial observability. This paper introduces a rank-optimized digital twin framework based on Koopman operator theory, Hankel-matrix embeddings, and dynamic mode decomposition. By lifting operational data into a linear invariant subspace, the method enables autonomous, input-blind reconstruction of structural states without requiring a priori mass or stiffness matrices. The framework is validated on an NREL 5MW spar-buoy floating offshore wind turbine, representing a challenging coupled aero-hydro-servo-elastic system. Results show that the rank-optimized…
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