Vibration Problems in Engineering Science—the New Paradigm

A special issue of Applied Sciences (ISSN 2076-3417). This special issue belongs to the section "Applied Physics General".

Deadline for manuscript submissions: closed (21 July 2021) | Viewed by 2711

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Dear Colleagues,

The generalization of the dynamic approach to design, calculation, and certification has radically changed the representation of structures.

Indeed, for the last thirty years, mathematical models have enabled the universal use of operational modal diagnosis and generalized predictive control, making structures more observable and controllable. In fact, the fundamental definition of the structure becomes dynamic. The eigenshape base can be considered as the DNA of the system, which has also revolutionized measurement and digitalization techniques. Modal masses and stiffnesses evolution can even be considered as an indicator for performing design. In addition, the presence and integration of lasers in tests, the dynamic analysis of 3D images, and the emergence of new digital post-finite element methods are among the new techniques that are now classic. However, it is in the nonlinear extensions of dynamic modes that the prospects for knowledge, performance, and safety of structures are most promising. Nonlinear conservative modes are indeed much better known and provide information on the behavior of the structure at the limits of its domain. Entropic dissipation has become a powerful tool for structural diagnosis and control. Fatigue, aging, and damage can now be directly linked to vibration modeling, with possibilities for control and a significant reduction in the number of tests. Finally, structure–fluid vibration interactions, environmental representation, and stochastic vibration models are now fully integrated into certification tools. The stakes are high for aerospace structures, civil engineering, and light systems.

This Special Issue of Applied Sciences is quite remarkable in this period of change in structural mathematics and certification and brings together first-rate articles at the cutting edge of science in this field. The period for this publication is perfect, as we anticipate great evolution in structural models and tests.

Prof. Dr. Yves GOURINAT
Guest Editor

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Keywords

  • operational modal diagnosis
  • generalized predictive control
  • eigenshapes
  • structural dissipation
  • digital structural model
  • optimized measures
  • vibroacoustics
  • shell fluid interaction
  • stochastic dynamic model

Published Papers (1 paper)

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Research

20 pages, 32409 KiB  
Article
Enhancing Vibration Isolation Performance by Exploiting Novel Spring-Bar Mechanism
by Baiyang Shi, Jian Yang and Tianyun Li
Appl. Sci. 2021, 11(19), 8852; https://doi.org/10.3390/app11198852 - 23 Sep 2021
Cited by 5 | Viewed by 1989
Abstract
This study investigates the use of a spring-bar mechanism (SBM) in a vibration suppression system to improve its performance. The SBM, comprising bars and springs, is configured with a conventional linear spring-damper isolator unit. The dynamic response, force transmissibility, and vibration energy flow [...] Read more.
This study investigates the use of a spring-bar mechanism (SBM) in a vibration suppression system to improve its performance. The SBM, comprising bars and springs, is configured with a conventional linear spring-damper isolator unit. The dynamic response, force transmissibility, and vibration energy flow behaviour are studied to evaluate the vibration suppression performance of the integrated system. It is found that the SBM can introduce hardening, softening stiffness, or double-well potential characteristics to the system. By tuning the SBM parameters, constant negative stiffness is achieved so that the natural frequency of the overall system is reduced for enhanced low-frequency vibration isolation. It is also found that the proposed design yields a wider effective isolation range compared to the conventional spring-damper isolator and a previously proposed isolator with a negative stiffness mechanism. The frequency response relation of the force-excited system is derived using the averaging method and elliptical functions. It is also found that the system can exhibit chaotic motions, for which the associated time-averaged power is found to tend to an asymptotic value as the averaging time increases. It is shown that the time-averaged power flow variables can be used as uniform performance indices of nonlinear vibration isolators exhibiting periodic or chaotic motions. It is shown that the SBM can assist in reducing force transmission and input power, thereby expanding the frequency range of vibration attenuations. Full article
(This article belongs to the Special Issue Vibration Problems in Engineering Science—the New Paradigm)
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