This paper reports a cryogenic study on wideband shear horizontal surface acoustic wave (SH-SAW) devices based on an emerging Y-cut LiNbO/SiO/Sapphire (LNOS) platform. To perform a comprehensive study, low-loss acoustic delay lines (ADLs) equipped with unidirectional transducers were designed with a wavelength (λ) of 4 μm (900 MHz) and a wide fractional bandwidth (FBW) of around 7%, featuring various physical delays ranging from 5λ to 200λ as testing structures. By cooling the temperature down to 5 K, the insertion loss (IL) of the longest ADL and the extracted propagation loss (PL) were characterized as 4.1 dB and 3.5 dB/mm, respectively. Compared with an IL of 5.78 dB and a PL of 4.37 dB/mm at 275 K, the temperature-dependent acoustic losses diminish at low temperatures, with the overall PL dominated by the acoustic waveguide formed by the acoustic velocity mismatch between layers. Furthermore, a one-port resonator (λ = 2.8 μm) with a large perceived effective electromechanical coupling greater than 40% was also characterized using the same technique, showing a 2X boost in the maximum Bode-Q at cryogenic temperatures. This study not only characterized the acoustic properties of wideband LNOS SH-SAW devices but also validated their excellent performance across a wide temperature range, suggesting their potential applications in cryogenic phononic circuits.
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http://dx.doi.org/10.1109/TUFFC.2024.3504285 | DOI Listing |
IEEE Trans Ultrason Ferroelectr Freq Control
November 2024
This paper reports a cryogenic study on wideband shear horizontal surface acoustic wave (SH-SAW) devices based on an emerging Y-cut LiNbO/SiO/Sapphire (LNOS) platform. To perform a comprehensive study, low-loss acoustic delay lines (ADLs) equipped with unidirectional transducers were designed with a wavelength (λ) of 4 μm (900 MHz) and a wide fractional bandwidth (FBW) of around 7%, featuring various physical delays ranging from 5λ to 200λ as testing structures. By cooling the temperature down to 5 K, the insertion loss (IL) of the longest ADL and the extracted propagation loss (PL) were characterized as 4.
View Article and Find Full Text PDFJ Contam Hydrol
February 2025
State Key Laboratory of Eco-hydraulics in Northwest Arid Region, Xi'an University of Technology, Xi'an 710048, China.
The hydrodynamics in the confluence area of rivers are typically governed by the geometrical configuration of the surrounding landforms, the momentum and discharge ratios of the converging watercourses, and the morphological features of the riverbed. Recently, it has been discovered that stratification effects resulting from disparities in temperature, salinity, sediment concentration can also have significant impact on the downstream hydrodynamics of the confluence area. In this study, the impact of stratification induced by sediment concentration on fluid dynamics and pollutant mixing in the Yellow - Fen River confluence area is studied by using a 3D numerical model.
View Article and Find Full Text PDFMaterials (Basel)
February 2025
Department of Civil and Architectural Engineering, University of Miami, Coral Gables, FL 33146, USA.
In this study, unreinforced masonry (URM) walls constructed from concrete blocks and clay bricks were strengthened using horizontally and vertically oriented glass fiber-reinforced polymer (GFRP) grid strips bonded with sprayed polyurea. The walls were subjected to diagonal compression loading until failure. The results demonstrated a significant improvement in both the shear capacity and pseudo-ductility of the strengthened URM walls compared to their unstrengthened counterparts.
View Article and Find Full Text PDFSensors (Basel)
January 2025
School of Mathematics and Statistics, Xi'an Jiaotong University, Xi'an 710049, China.
Ocean Bottom Node (OBN) is a seismic data acquisition technique, comprising a hydrophone and a three-component geophone. In practice, the vertical component is susceptible to high-amplitude, low-velocity, and low-frequency shear wave noise, which negatively impacts the subsequent processing of dual-sensor data. The most commonly used method is adaptive matching subtraction, which estimates shear wave noise in the vertical component by solving an optimization problem.
View Article and Find Full Text PDFSci Rep
February 2025
School of Civil Engineering, Sichuan Agricultural University, Chengdu, 611830, China.
This paper conducts a systematic study on the stress and deformation of ultra-long pile foundations in slope accumulations under sliding loads. Existing research lacks sufficient analysis of the bearing capacity and stability of pile groups under complex load conditions, increasing the risk of overall collapse of engineering structures under landslide effects. To address this, a numerical model of pile foundations in typical slope accumulations was established using finite element analysis software, based on practical engineering applications.
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