Achieving ultra-broadband and ultra-low-frequency surface wave bandgaps in seismic metamaterials through topology optimization. (1st September 2022)

• Record Type: Journal Article
• Authors: Liu, Ze; Dong, Hao-Wen; Yu, Gui-Lan; Cheng, Li
• Is Part Of: Composite structures. Volume 295(2022)
• Publication Date: 2022-09-01
• Subjects: Seismic metamaterial -- Topology optimization -- Rayleigh wave -- Ultra-low-frequency bandgap -- Ultra-broadband attenuation zone -- Local resonance; Composite construction -- Periodicals; Composites -- Périodiques; 624.18
• DOI: 10.1016/j.compstruct.2022.115863
• Languages: English
• ISSNs: 0263-8223

Abstract

Highlights: A unified topology optimization framework is constructed to achieve customized surface wave bandgaps in seismic metamaterials. A series of seismic metamaterials with ultra-broadband and ultra-low-frequency surface wave bandgaps originating from locally resonant effect are obtained. The generation mechanisms of different order surface wave bandgaps are explored based on the configuration features of the optimized structures. The insulation performances of the optimized seismic metamaterials are demonstrated from the time- and frequency- domain responses. Abstract: Achieving broadband low-frequency surface wave bandgaps is technically challenging, which calls for a systematic design paradigm instead of intuitive approaches. In this study, we use topology optimization to design seismic metamaterials (SMMs) for achieving maximum surface wave bandgaps in the typical frequency range of seismic waves (1 ∼ 20 Hz) which might cause strongly destructive effects to surrounding buildings/structures. The proposed unified inverse-design scheme leads to a series of SMMs, which offer broadband low-frequency surface wave energy insulation. Typically, the lower-edge frequency of the bandgap can reach as low as 1.6 Hz, alongside a 10.3 Hz bandwidth (a relative bandwidth of around 150%). Overall, most optimized structures share similar topological features: slim connections and large masses, which can enhance the local resonance mode. Single pillared barrier is shown to exhibit three typical modes. As a result, multiple pillars (within one unit cell) are necessary for the higher-order bandgaps, and the number of pillars gradually increases with the targeted bandgap order. Frequency- and time-domain response analyses verify that the optimized SMMs can reduce the vibration amplitude over the ground surface within the designed bandgaps. At last, SMMs are customized to cope with realistic seismic signals by completely covering the dominant frequency region.