2013
DOI: 10.1007/s00158-013-0907-8
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Topology optimization for a frequency response and its application to a violin bridge

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Cited by 24 publications
(3 citation statements)
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“…Engineering has explored non-interactive inverse shape design for the vibrational modes or frequencies of an object. Some works [Yoo et al 2006;Yu et al 2010] focus on specific geometries (such as rotating beams or thin plates), while others are only concerned with the frequency [Choi and Kim 2006;Yamasaki et al 2010] or the amplitude [Yu et al 2013] of the vibration modes. Other works focus on objects under harmonic loads [Choi and Kim 2006] and are incompatible with the contact sound inverse shape design problem.…”
Section: Contact Sound Simulationmentioning
confidence: 99%
“…Engineering has explored non-interactive inverse shape design for the vibrational modes or frequencies of an object. Some works [Yoo et al 2006;Yu et al 2010] focus on specific geometries (such as rotating beams or thin plates), while others are only concerned with the frequency [Choi and Kim 2006;Yamasaki et al 2010] or the amplitude [Yu et al 2013] of the vibration modes. Other works focus on objects under harmonic loads [Choi and Kim 2006] and are incompatible with the contact sound inverse shape design problem.…”
Section: Contact Sound Simulationmentioning
confidence: 99%
“…Consequently, even individuals with limited expertise can effectively wield optimization tools following brief training (Nobel-Jørgensen et al 2016). This simplicity of structure design and reduced demand for user expertise have facilitated the wide-ranging application of topology optimization across domains, including garment design (Zhang and Kwok 2019) and the development of musical instruments (Yu et al 2013;Li et al 2016).…”
Section: Introductionmentioning
confidence: 99%
“…The maximization of single and multiple eigenfrequencies and relevant band-gaps for vibrating structures is addressed in [2] whereas a similar problem for Euler-Bernoulli beams has been proposed in [3]. More recently methods for the optimal design of forced beams and continua in dynamic regime have been presented that may be roughly grouped into two main categories: approaches that make use of the dynamic compliance concept, see [4], [5] and [6] among others, and frequency domain methods that are investigated in [7], [8] and [9] just to mention a few. Focus of this paper is on the proposal of a new frequency-based topology optimization strategy for dynamic structures that aims at the minimization of the input/output transfer function H ∞norm.…”
Section: Introductionmentioning
confidence: 99%