Abstract:A method for non-parametric identification of systems with asymmetric non-linear restoring forces is proposed in this paper. The method, named the zero-crossing method for systems with asymmetric restoring forces (ZCA), is an extension of zero-crossing methods and allows identification of backbones, damping curves and restoring elastic and dissipative forces from a resonant decay response. The validity of the proposed method is firstly demonstrated on three simulated resonant decay responses of the systems wit… Show more
“…x(t) = f(x(t)) (1) where x(t) represents the state of the system at time t and the nonlinear function f(x(t)) represents the dynamic constraints that define the equation of motion of the system. The function f often consists only of a few terms, making it sparse in the space of possible functions.…”
Section: Sparse Identification Of Nonlinear Dynamics (Sindy)mentioning
confidence: 99%
“…, trigonometric functions, and other terms. Each column of Θ(X) represents a candidate function for the right-hand side of Equation (1). Only a few of these functions are active in each row of f, so a regression problem is set up to determine the vector of coefficients Ξ = [ξ 1 , ξ 2 , ξ 3 , .…”
Section: Sparse Identification Of Nonlinear Dynamics (Sindy)mentioning
confidence: 99%
“…x k = f k (x) in Equation (1). Once Ξ has been determined, the reconstructed set of each row of governing equations can be read directly from it .…”
Section: Sparse Identification Of Nonlinear Dynamics (Sindy)mentioning
confidence: 99%
“…In recent decades, the impelling need to monitor and supervise machine and structures operations has led to an increasing usage of sensors and measuring equipment. Time varying data are analyzed and processed to obtain high fidelity models able to describe and ideally predict the system behavior under varying excitations and boundary conditions [1][2][3][4][5]. To this end, many strategies have been developed for system identifications generally based on linear theory, such as modal analysis [6][7][8].…”
Data-driven system identification procedures have recently enabled the reconstruction of governing differential equations from vibration signal recordings. In this contribution, the sparse identification of nonlinear dynamics is applied to structural dynamics of a geometrically nonlinear system. First, the methodology is validated against the forced Duffing oscillator to evaluate its robustness against noise and limited data. Then, differential equations governing the dynamics of two weakly coupled cantilever beams with base excitation are reconstructed from experimental data. Results indicate the appealing abilities of data-driven system identification: underlying equations are successfully reconstructed and (non-)linear dynamic terms are identified for two experimental setups which are comprised of a quasi-linear system and a system with impacts to replicate a piecewise hardening behavior, as commonly observed in contacts.
“…x(t) = f(x(t)) (1) where x(t) represents the state of the system at time t and the nonlinear function f(x(t)) represents the dynamic constraints that define the equation of motion of the system. The function f often consists only of a few terms, making it sparse in the space of possible functions.…”
Section: Sparse Identification Of Nonlinear Dynamics (Sindy)mentioning
confidence: 99%
“…, trigonometric functions, and other terms. Each column of Θ(X) represents a candidate function for the right-hand side of Equation (1). Only a few of these functions are active in each row of f, so a regression problem is set up to determine the vector of coefficients Ξ = [ξ 1 , ξ 2 , ξ 3 , .…”
Section: Sparse Identification Of Nonlinear Dynamics (Sindy)mentioning
confidence: 99%
“…x k = f k (x) in Equation (1). Once Ξ has been determined, the reconstructed set of each row of governing equations can be read directly from it .…”
Section: Sparse Identification Of Nonlinear Dynamics (Sindy)mentioning
confidence: 99%
“…In recent decades, the impelling need to monitor and supervise machine and structures operations has led to an increasing usage of sensors and measuring equipment. Time varying data are analyzed and processed to obtain high fidelity models able to describe and ideally predict the system behavior under varying excitations and boundary conditions [1][2][3][4][5]. To this end, many strategies have been developed for system identifications generally based on linear theory, such as modal analysis [6][7][8].…”
Data-driven system identification procedures have recently enabled the reconstruction of governing differential equations from vibration signal recordings. In this contribution, the sparse identification of nonlinear dynamics is applied to structural dynamics of a geometrically nonlinear system. First, the methodology is validated against the forced Duffing oscillator to evaluate its robustness against noise and limited data. Then, differential equations governing the dynamics of two weakly coupled cantilever beams with base excitation are reconstructed from experimental data. Results indicate the appealing abilities of data-driven system identification: underlying equations are successfully reconstructed and (non-)linear dynamic terms are identified for two experimental setups which are comprised of a quasi-linear system and a system with impacts to replicate a piecewise hardening behavior, as commonly observed in contacts.
“…1. Model identification, model validation and model updating for control and numerical simulation, mostly performed during the product development phase [1][2][3][4].…”
Time recordings of impulse-type oscillation responses are short and highly transient. These characteristics may complicate the usage of classical spectral signal processing techniques for (a) describing the dynamics and (b) deriving discriminative features from the data. However, common model identification and validation techniques mostly rely on steady-state recordings, characteristic spectral properties and non-transient behavior. In this work, a recent method, which allows reconstructing differential equations from time series data, is extended for higher degrees of automation. With special focus on short and strongly damped oscillations, an optimization procedure is proposed that fine-tunes the reconstructed dynamical models with respect to model simplicity and error reduction. This framework is analyzed with particular focus on the amount of information available to the reconstruction, noise contamination and nonlinearities contained in the time series input. Using the example of a mechanical oscillator, we illustrate how the optimized reconstruction method can be used to identify a suitable model and how to extract features from uni-variate and multivariate time series recordings in an engineering-compliant environment. Moreover, the determined minimal models allow for identifying the qualitative nature of the underlying dynamical systems as well as testing for the degree and strength of nonlinearity. The reconstructed differential equations would then be potentially available for classical numerical studies, such as bifurcation analysis. These results represent a physically interpretable enhancement of data-driven modeling approaches in structural dynamics.
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