Abstract
In many engineering applications, the dynamic frequency response of systems is of high importance. In this paper, we focus on limiting the extreme values in frequency response functions, which occur at the eigenfrequencies of the system, better known as resonant peaks. Within an optimization, merely sampling the frequency range and limiting the maximum values result in high computational effort. Additionally, the sensitivities of this method are not complete, since only information about the resonance peak amplitude is included. The design dependence with respect to the frequency of the extreme value is missed, thus hampering the convergence. To overcome these difficulties, we propose a constraint which can efficiently and accurately limit resonant peaks in a frequency response function. It has a close relation with eigenfrequency maximization; however, in that case, the amplitudes of the frequency response are unconstrained. In order to keep the computational time low, efficient implementation of this constraint is studied using reduced-order models based on modal truncation and modal truncation augmentation. Furthermore, approximated sensitivities are investigated, resulting in a large computational gain, while still yielding very accurate sensitivities and designs with almost equivalent performance compared with the non-approximated case. Conditions are established for the accuracy and computational efficiency of the proposed methods, depending on the number of peaks to be limited, numbers of inputs and outputs, and whether or not the system input and output are collocated.
Highlights
The dynamic behavior of structures is a key aspect of the design process for many engineering applications
A frequency response function (FRF) expresses the amplification of the system under harmonic dynamic excitation, which is a critical aspect of its functionality
We propose a constraint which can effectively limit extreme values in an FRF (Fig. 1), where our focus is on weakly damped structures
Summary
The dynamic behavior of structures is a key aspect of the design process for many engineering applications. A frequency response function (FRF) expresses the amplification of the system under harmonic dynamic excitation, which is a critical aspect of its functionality. Many engineering applications focus on maximizing eigenfrequencies in order to extend the bandwidth or the operating frequency range. Doing this manually is a timeconsuming and difficult iterative process. This iterative process can be performed automatically. Resonance occurs when a structure is harmonically excited at the eigenfrequencies, causing extreme responses. This phenomenon has received no attention in all the aforementioned methods
Published Version (Free)
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have