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

Performance enhancement for antipodal Vivaldi antenna modulated by a high-permittivity metasurface lens

Abstract: A metasurface unit is designed operating at 2–20 GHz to enhance the gain and radiation performance of an antipodal Vivaldi antenna (AVA). The unit has a simple structure, stable ultra-wideband performance, high permittivity, and can independently modulate two polarization modes electromagnetic waves. We analyze the current distribution on the unit and extract equivalent characteristic parameters to verify the ability of independent modulation on two polarization modes electromagnetic waves. The designed metasurface unit is integrated into the aperture of the AVA and forms the metasurface lens (ML) for guiding the propagation of electromagnetic waves. Two types of ML are proposed and integrated into the AVA to design antennas Ant1 and Ant2. The modulation effect of the lens on the electromagnetic wave is analyzed from the perspective of electric field amplitude and phase, and the final design is obtained. From the optimized design results, the AVA and the proposed Ant2 are fabricated and measured, and the measurement results are in good agreement with the simulation ones. The impedance bandwidth measured by Ant2 basically covers the 2–18 GHz frequency band. Compared with the conventional AVA, the gain of the proposed Ant2 is increased by 0.6–3.7 dB, the sidelobe level is significantly reduced, and the directivity has also been clearly improved.

Key words: Antipodal Vivaldi antenna (AVA), Ultra-wideband, High-permittivity, Dual-polarization, Metasurface lens (ML)

Chinese Summary  <25> 考虑土体参数空间变异性的二维与三维边坡稳定性分析对比研究

作者:张亮1,龚文平1,李馨馨1,谭晓慧2,赵超1,王磊3
机构:1中国地质大学(武汉),工程学院,中国武汉,430074;2合肥工业大学,资源与环境工程学院,中国合肥,230009;3哥伦比亚特区大学,土木工程学院,美国华盛顿哥伦比亚特区,20008
目的:传统边坡稳定性评价通常基于典型横断面进行二维分析,忽略了边坡纵向长度对稳定性评价的影响。本文旨在研究两种边界条件下三维边坡稳定性分析和二维边坡稳定性分析结果的差异性及其原因,并探究土体参数水平波动范围和边坡纵向长度对边坡稳定性的影响规律。
创新点:1.从确定性和不确定性分析两个角度对比研究二维和三维边坡稳定性分析结果的差异性;2.揭示土体参数水平波动范围和边坡纵向长度对三维边坡稳定性的影响规律;3.分析三维边坡失稳的局部破坏统计特征。
方法:1.运用数值模拟方法,采用强度折减法分析计算边坡安全系数(公式(1));2.通过蒙特卡洛和矩估计法计算边坡失效概率(公式(9)~(12))。
结论:1.确定性分析结果表明,全约束RR型边界条件下三维边坡稳定性分析结果更符合真实条件下边坡破坏形态;半约束SS型边界条件下三维边坡稳定性分析可视为二维边坡稳定性分析方法在边坡纵向长度的延展。2.考虑土体参数空间变异时,三维边坡稳定性分析得到的失效概率通常小于二维边坡稳定性分析计算结果,二者间的差异性在一定范围内随边坡纵向长度和土体参数水平波动范围增加而减小。3.考虑土体参数空间变异时,三维边坡稳定性分析会得到沿边坡纵向的多个局部破坏,这些局部破坏可很好地解释二维和三维边坡稳定性分析结果的差异性。

关键词组:边坡稳定性;空间变异性;失效概率;安全系数;纵向长度


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DOI:

10.1631/FITEE.2100139

CLC number:

TN82

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On-line Access:

2021-12-23

Received:

2021-03-15

Revision Accepted:

2021-04-28

Crosschecked:

2021-10-20

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