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Frontiers of Information Technology & Electronic Engineering

ISSN 2095-9184 (print), ISSN 2095-9230 (online)

Simultaneous wireless information and power transmission system based on a dual-frequency metasurface design

Abstract: Nowadays, the number of wireless sensor devices is increasing rapidly, posing persistent challenges related to battery replacement and power wiring. This paper presents a simultaneous wireless information and power transmission (SWIPT) scheme based on a frequency diversity metasurface design, which provides a wireless power supply scheme for electrical devices such as sensors. The metasurface is designed with frequency bands commonly found in the environment, and achieves efficient absorption of electromagnetic (EM) energy at 5.8 GHz and radiation of sensor information at 2.45 GHz, making it possible to take full advantage of the energy in the environment and easy to integrate with existing systems. The branches for the dual-square loop are designed based on spatial impedance matching and equivalent circuit, giving the metasurface advantages such as compact layout (unit size of 0.16λ0×0.16λ0×0.012λ0, where λ0 is the wavelength at 2.45 GHz), high isolation (S21<-20 dB within the operating frequency band), and insensitivity to incident angles (efficiency over 80% within 60°). Integrated with rectification circuits and sensors, it efficiently converts EM waves received by the metasurface into direct current (DC) power for sensor operation. The sensors then radiate information through the metasurface, effectively addressing challenges related to sensor device wiring and battery replacement, thereby offering new solutions for the development of next-generation smart cities.

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Chinese Summary  <19> 基于上海典型地层的水位抬升下高铁路基动力响应研究

作者:胡静1,叶成名1,江俊涛1,吴淑婧1,David THOMPSON2,边学成3
机构:1福州大学,土木工程学院,中国福州,350108;2南安普顿大学,声学与振动研究所,英国南安普顿,SO17 1BJ;3浙江大学,软弱土与环境土工教育部重点实验室,中国杭州,310058
目的:本研究旨在探讨地下水水位抬升对车辆-路基-地基系统动力响应的影响。研究主要聚焦于水位抬升如何改变路基和地基在列车荷载下的振动位移、有效应力和超静孔压,并分析水位抬升高度和列车运行速度对路基-地基动力响应及路基失稳风险的具体影响。
创新点:1.调研和收集了大量上海的地质信息和数据,建立了具有代表性的上海典型地层和水位抬升模型;2.建立了多层多相介质的2.5维有限元模型,并获得了不同地下水位条件下的动力响应。
方法:1.通过文献调研,建立上海典型地层;2.基于Biot理论建立多相介质动力问题的2.5维有限元求解方法,并通过改变单元参数,实现水位抬升的模拟;3.围绕列车速度和水位抬升高度进行数值模拟,揭示水位抬升对路基-地基动力响应的影响。
结论:1.水位抬升使得路基-地基的振动强度增大,且这种振动强度的放大作用并不是局限在水位变化的深度范围内,而是会导致整个路基和地基断面的振动增大,并且这种全断面式的振动放大效应随着列车速度的提高而增强。2.上海典型地层上建造的高速铁路,其临界速度大约为85 m/s;水位抬升虽然显著增加了位移响应,但对临界速度的影响很小。3.水位抬升使得路基和地基频域内的响应幅值增大,特别是当水位抬升至路基时,幅值增加最为显著。4.水位抬升不仅加剧了土体的变形,还会使饱和土体内出现超静孔压,使有效应力减小;这会导致土单元上的剪应力与有效应力比值增大,进一步造成显著的土体变形;当水位抬升至路基内部时,路基内部出现显著的超静孔压,导致有效应力大幅下降,使路基内土单元的应力路径向破坏线靠近,因此不利于路基的稳定。

关键词组:动力响应;超静孔压;水位抬升;高速铁路;2.5维有限元模型


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DOI:

10.1631/FITEE.2400345

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On-line Access:

2025-01-24

Received:

2024-04-30

Revision Accepted:

2024-10-04

Crosschecked:

2025-01-24

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