A consistency analysis of phase-locked-loop testing and control-based continuation for a geometrically nonlinear frictional system. (1st May 2022)

• Record Type: Journal Article
• Authors: Abeloos, G.; Müller, F.; Ferhatoglu, E.; Scheel, M.; Collette, C.; Kerschen, G.; Brake, M.R.W.; Tiso, P.; Renson, L.; Krack, M.
• Is Part Of: Mechanical systems and signal processing. Volume 170(2022)
• Publication Date: 2022-05-01
• Subjects: Experimental characterization -- Nonlinear frequency response -- Nonlinear mode backbone -- Phase-locked loop testing -- Control-based continuation; Structural dynamics -- Periodicals; Vibration -- Periodicals; Constructions -- Dynamique -- Périodiques; Vibration -- Périodiques; Structural dynamics; Vibration; Periodicals; 621
• DOI: 10.1016/j.ymssp.2022.108820
• Languages: English
• ISSNs: 0888-3270

Abstract

Abstract: Two of the most popular vibration testing methods for nonlinear structures are control-based continuation and phase-locked-loop testing. In this paper, they are directly compared on the same benchmark system, for the first time, to demonstrate their general capabilities and to discuss practical implementation aspects. The considered system, which is specifically designed for this study, is a slightly arched beam clamped at both ends via bolted joints. It exhibits a pronounced softening–hardening behavior as well as an increasing damping characteristic due to the frictional clamping. Both methods are implemented to identify periodic responses at steady-state constituting the phase-resonant backbone curve and nonlinear frequency response curves. To ensure coherent results, the repetition variability is thoroughly assessed via an uncertainty analysis. It is concluded that the methods are in excellent agreement, taking into account the inherent repetition variability of the system. Highlights: Control-based continuation and phase-locked loop testing are directly compared. They are used to identify backbones and frequency responses of the same structure. The structure shows pronounced stiffness and damping nonlinearity. The methods are in excellent agreement given the inherent repetition variability.