Reliable sparse identification of nonlinear continuous structural dynamics via subspace-based feature transformation and Bayesian priors
摘要
In engineering systems, local connections often induce significant nonlinear dynamic behavior. Although the Sparse Identification of Nonlinear Dynamics (SINDy) framework has recently emerged as a pivotal tool for understanding such dynamics, supporting the system design, analysis, and control, it faces notable challenges in real-world continuous structural systems. In this paper, a reliable sparse identification of continuous structural systems is proposed. The proposed method first uses a state-space model to solve the approximation and estimation problem of high-dimensional linear system. It then performs output feature mapping for sparse nonlinear candidate feedback forces. A Bayesian sparse regression with continuous spike-and-slab sparsity-promoting priors is introduced to reliably determine the type and coefficients of the nonlinearities. Both simulation and experiment demonstrate the robustness and feasibility. In a numerical example, the proposed method accurately selects models at noise levels up to 30%, outperforming other sparse linear regression techniques. Experimental validation on a cantilever beam with asymmetric clearances further showcases its applicability to complex nonlinear stiffness scenarios.