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<article article-type="research-article" dtd-version="2.3" xml:lang="EN" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink">
<front>
<journal-meta>
<journal-id journal-id-type="publisher-id">Front. Phys.</journal-id>
<journal-title>Frontiers in Physics</journal-title>
<abbrev-journal-title abbrev-type="pubmed">Front. Phys.</abbrev-journal-title>
<issn pub-type="epub">2296-424X</issn>
<publisher>
<publisher-name>Frontiers Media S.A.</publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id pub-id-type="publisher-id">909318</article-id>
<article-id pub-id-type="doi">10.3389/fphy.2022.909318</article-id>
<article-categories>
<subj-group subj-group-type="heading">
<subject>Physics</subject>
<subj-group>
<subject>Original Research</subject>
</subj-group>
</subj-group>
</article-categories>
<title-group>
<article-title>Lamb Wave Propagation Control Based on Modified GSL</article-title>
<alt-title alt-title-type="left-running-head">Yang et al.</alt-title>
<alt-title alt-title-type="right-running-head">Lamb-Wave Control by Modified GSL</alt-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname>Yang</surname>
<given-names>Huagen</given-names>
</name>
<uri xlink:href="https://loop.frontiersin.org/people/1671714/overview"/>
</contrib>
<contrib contrib-type="author" corresp="yes">
<name>
<surname>Feng</surname>
<given-names>Kan</given-names>
</name>
<xref ref-type="corresp" rid="c001">&#x2a;</xref>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Li</surname>
<given-names>Rong</given-names>
</name>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Yan</surname>
<given-names>Jing</given-names>
</name>
</contrib>
</contrib-group>
<aff>
<institution>Faculty of Civil Engineering and Mechanics</institution>, <institution>Jiangsu University</institution>, <addr-line>Zhenjiang</addr-line>, <country>China</country>
</aff>
<author-notes>
<fn fn-type="edited-by">
<p>
<bold>Edited by:</bold> <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/1370354/overview">Kaijun Yi</ext-link>, Beijing Institute of Technology, China</p>
</fn>
<fn fn-type="edited-by">
<p>
<bold>Reviewed by:</bold> <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/996186/overview">Chen Shen</ext-link>, Rowan University, United States</p>
<p>
<ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/1059831/overview">Yan-Feng Wang</ext-link>, Tianjin University, China</p>
</fn>
<corresp id="c001">&#x2a;Correspondence: Kan Feng, <email>fengkan@ujs.edu.cn</email>
</corresp>
<fn fn-type="other">
<p>This article was submitted to Physical Acoustics and Ultrasonics, a section of the journal Frontiers in Physics</p>
</fn>
</author-notes>
<pub-date pub-type="epub">
<day>18</day>
<month>05</month>
<year>2022</year>
</pub-date>
<pub-date pub-type="collection">
<year>2022</year>
</pub-date>
<volume>10</volume>
<elocation-id>909318</elocation-id>
<history>
<date date-type="received">
<day>31</day>
<month>03</month>
<year>2022</year>
</date>
<date date-type="accepted">
<day>29</day>
<month>04</month>
<year>2022</year>
</date>
</history>
<permissions>
<copyright-statement>Copyright &#xa9; 2022 Yang, Feng, Li and Yan.</copyright-statement>
<copyright-year>2022</copyright-year>
<copyright-holder>Yang, Feng, Li and Yan</copyright-holder>
<license xlink:href="http://creativecommons.org/licenses/by/4.0/">
<p>This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) and the copyright owner(s) are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.</p>
</license>
</permissions>
<abstract>
<p>As a new kind of elastic materials, elastic wave metasurface has great research significance in the field of elastic wave regulation. However, most of the researches on elastic wave metasurface are guided by traditional Generalized Snell&#x2019;s Law (GSL), and the effect of higher order diffraction waves caused by structural periodicity is not considered. Under the action of higher order diffraction wave, the incident wave will produce more complex transmission phenomenon when passing through the metasurface, and the angle of transmission does not conform to GSL in some cases. In order to verify whether the modified GSL theory considering the higher-order diffraction term is still applicable to the regulation of solid elastic waves, this paper designs a helical metasurface based on the elastic wave theory of plate-beam structure, which is composed of helical lines of different lengths, and uses this structure to explain the complex transmission phenomenon of elastic wave metasurface. Finally, the asymmetric transmission, modal separation and waveguide of Lamb waves in thin plates are realized by combining the theory with structural design, which proves that the structure has great application potential in ultrasonic detection and other fields.</p>
</abstract>
<kwd-group>
<kwd>elastic wave metasurface</kwd>
<kwd>modified GSL theory</kwd>
<kwd>lamb wave</kwd>
<kwd>asymmetric propagation</kwd>
<kwd>mode separation</kwd>
<kwd>waveguide</kwd>
</kwd-group>
<contract-sponsor id="cn001">National Natural Science Foundation of China<named-content content-type="fundref-id">10.13039/501100001809</named-content>
</contract-sponsor>
<contract-sponsor id="cn002">Natural Science Foundation of Jiangsu Province<named-content content-type="fundref-id">10.13039/501100004608</named-content>
</contract-sponsor>
<contract-sponsor id="cn003">Basic Research Program of Jiangsu Education Department<named-content content-type="fundref-id">10.13039/501100005144</named-content>
</contract-sponsor>
</article-meta>
</front>
<body>
<sec id="s1">
<title>1 Introduction</title>
<p>Elastic waves are a classical form of motion in engineering structures, and the mechanical vibrations of major equipment such as aerospace vehicles, underwater probes, and high-speed trains are essentially the superimposed effects of their internal elastic waves. With the depth of research, the regulation of elastic waves has gradually become the focus of attention, and the emergence of metasurface structures [<xref ref-type="bibr" rid="B1">1</xref>&#x2013;<xref ref-type="bibr" rid="B3">3</xref>] in recent years is one of the means to effectively regulate elastic waves.</p>
<p>In 2011, Yu et al [<xref ref-type="bibr" rid="B4">4</xref>] introduced phase mutation at the interface through a periodic array of V-shaped antennas to reach the modulation of the phase of the incident light wave and further realize the anomalous reflection and transmission of the wave, and the reflection and transmission angles satisfy the so-called Generalized Snell&#x2019;s Law (GSL). The proposed GSL shows that it is possible to introduce the phase mutation through a two-dimensional interface, and thus a series of anomalous acoustic phenomena such as negative refraction and acoustic focusing can be realized more easily and conveniently. In 2013, Li et al [<xref ref-type="bibr" rid="B5">5</xref>] extended GSL from optics to acoustics and designed a spatially folded metasurface to discretize the phase gradient to achieve anomalous reflection and acoustic focusing. Since then, a large number of studies have emerged on the use of metasurfaces to modulate the phase of acoustic waves. In 2014, Xie et al [<xref ref-type="bibr" rid="B6">6</xref>] pointed out that due to the periodicity of the metasurface structure, higher-order diffraction occurs when the incident wave is larger than a certain critical angle, and the transmission angle no longer satisfies the GSL, and the higher-order diffraction term needs to be introduced to correct the law. However, after related studies, it is shown that the corrected law still cannot explain all the anomalies well. In 2019, the correction theory was further supplemented by Fu et al [<xref ref-type="bibr" rid="B7">7</xref>], who pointed out that the higher-order diffraction waves in the metasurface exhibit alternating reflection and transmission, and the factor affecting whether the reflection or transmission occurs is the number of structural unit cells.</p>
<p>The study of acoustic wave metasurfaces has matured in the last decade. However, in the study of elastic wave metasurfaces, since elastic waves in solids have more degrees of freedom and more complicated wave equations, transverse waves and longitudinal waves, as well as various forms of waves formed by mutual coupling, are often accompanied by the mode conversion is obviously more complicated than the single longitudinal wave mode in air and liquid, which directly leads to the late start of research on elastic wave metasurfaces. It was not until 2016 that the concept of acoustic wave metasurfaces was further extended to elastic wave metasurfaces by Semperlotti et al [<xref ref-type="bibr" rid="B8">8</xref>], who designed a conical column metasurface structure. When a plate wave passes through this structure in a periodic arrangement, a weak local resonance effect occurs, which leads to mode conversion and thus to transmission manipulation of A<sub>0</sub> waves. In 2017, Liu et al [<xref ref-type="bibr" rid="B9">9</xref>] realized a bending wave vibration source phantom by constructing a sawtooth type structure. In 2020, Yuan et al [<xref ref-type="bibr" rid="B10">10</xref>] ingeniously designed a &#x201c;fishbone&#x201d; type semi-active metasurface, which could regulate the phase of transmitted waves by rotating the nuts, and in 2021, Yaw et al [<xref ref-type="bibr" rid="B11">11</xref>] introduced a coded negative capacitance circuit in the metasurface to achieve active modulation of longitudinal waves. During this period, there are still some researches on the use of metasurfaces to modulate elastic waves [<xref ref-type="bibr" rid="B12">12</xref>&#x2013;<xref ref-type="bibr" rid="B29">29</xref>], mainly including the ingenious design of structures and the exploration of application means, etc. However, no matter active or passive elastic wave metasurfaces, a large number of research works are limited to the ordinary first-order diffraction, and the mechanism of elastic wave diffraction for higher-order diffraction has not been systematically studied.</p>
<p>Therefore, to address the above issues, the following works are done in this paper: 1. A new helical type metasurface is designed independently, and it is verified by simulation that the Lamb wave still fits the modified GSL, but it does not fit perfectly due to the multimodal and dispersion characteristics of the Lamb wave and the limitation of the structure itself. 2. Based on the modification principle, the helical type elastic wave metasurface structure is used to design and realize the Lamb wave nearly full-angle asymmetric transmission phenomenon, the separation of antisymmetric and symmetric modes and the waveguide structure. While verifying the universality of the correction theory in the field of elastic waves, it also provides an aid for the application of guided waves in the fields of nondestructive testing and architectural acoustics, and a new way for the fine processing of Lamb waves.</p>
</sec>
<sec id="s2">
<title>2 Relevant Theories and Model Construction</title>
<sec id="s2-1">
<title>2.1 Correlation Theory</title>
<p>If a phase gradient is introduced at the interface of two media through a metasurface, disrupting the original phase continuity at the interface, then the direction of the transmitted wave no longer satisfies Snell&#x2019;s law, but will follow the GSL proposed by Yu et al in 2011, written in the following form [<xref ref-type="bibr" rid="B4">4</xref>]:<disp-formula id="e1">
<mml:math id="m1">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>sin</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>sin</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>&#x3be;</mml:mi>
</mml:mrow>
</mml:math>
<label>(1)</label>
</disp-formula>Where, <inline-formula id="inf1">
<mml:math id="m2">
<mml:mi>i</mml:mi>
</mml:math>
</inline-formula>, <inline-formula id="inf2">
<mml:math id="m3">
<mml:mi>t</mml:mi>
</mml:math>
</inline-formula> subscripts denote the incident and transmitted; <inline-formula id="inf3">
<mml:math id="m4">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the wave number of the incident wave and has <inline-formula id="inf4">
<mml:math id="m5">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:mi>&#x3c0;</mml:mi>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3bb;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>, <inline-formula id="inf5">
<mml:math id="m6">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3bb;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> denotes the incident wave wavelength; <inline-formula id="inf6">
<mml:math id="m7">
<mml:mi>&#x3be;</mml:mi>
</mml:math>
</inline-formula> denotes the phase gradient, and <inline-formula id="inf7">
<mml:math id="m8">
<mml:mrow>
<mml:mi>&#x3be;</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mi>&#x3d5;</mml:mi>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mi>x</mml:mi>
</mml:mrow>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>.</p>
<p>If the incident angle <inline-formula id="inf8">
<mml:math id="m9">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is larger than the critical angle <inline-formula id="inf9">
<mml:math id="m10">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mtext>s</mml:mtext>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> (the critical angle will make <inline-formula id="inf10">
<mml:math id="m11">
<mml:mrow>
<mml:mi>sin</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>), it will produce the same diffraction phenomenon as the optical/acoustic grid structure, producing diffracted waves of different orders, as shown in <xref ref-type="fig" rid="F1">Figure 1A</xref>. Thus, Xie et al. introduced the higher-order diffraction term into the classical GSL transmission law by analogy and induction, giving birth to a modified GSL based on the higher-order diffraction term, expressed in the following form [<xref ref-type="bibr" rid="B6">6</xref>]:<disp-formula id="e2">
<mml:math id="m12">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>sin</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>sin</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>&#x3be;</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:msub>
<mml:mi>n</mml:mi>
<mml:mi>G</mml:mi>
</mml:msub>
<mml:mi>G</mml:mi>
</mml:mrow>
</mml:math>
<label>(2)</label>
</disp-formula>Where <inline-formula id="inf11">
<mml:math id="m13">
<mml:mi>G</mml:mi>
</mml:math>
</inline-formula> denotes the reciprocal vector, which is numerically the same as the phase gradient <inline-formula id="inf12">
<mml:math id="m14">
<mml:mi>&#x3be;</mml:mi>
</mml:math>
</inline-formula>, but is formed for different reasons, the former due to the periodic nature of the structure and the latter due to the discrete distribution of the transmitted phase; <inline-formula id="inf13">
<mml:math id="m15">
<mml:mrow>
<mml:msub>
<mml:mi>n</mml:mi>
<mml:mi>G</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the higher order diffraction term, which takes the value of <inline-formula id="inf14">
<mml:math id="m16">
<mml:mrow>
<mml:msub>
<mml:mi>n</mml:mi>
<mml:mi>G</mml:mi>
</mml:msub>
<mml:mo>&#x2208;</mml:mo>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>,</mml:mo>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>1</mml:mn>
<mml:mo>,</mml:mo>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>2</mml:mn>
<mml:mo>,</mml:mo>
<mml:mn>...</mml:mn>
<mml:mo>,</mml:mo>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>N</mml:mi>
<mml:mi>G</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo>)</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>. In some recent articles, it is also expressed <inline-formula id="inf15">
<mml:math id="m17">
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>&#x2b;</mml:mo>
<mml:msub>
<mml:mi>n</mml:mi>
<mml:mi>G</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> as <inline-formula id="inf16">
<mml:math id="m18">
<mml:mi>n</mml:mi>
</mml:math>
</inline-formula>, taking the value <inline-formula id="inf17">
<mml:math id="m19">
<mml:mrow>
<mml:mi>n</mml:mi>
<mml:mo>&#x2208;</mml:mo>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mrow>
<mml:mn>1,0</mml:mn>
<mml:mo>,</mml:mo>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>1</mml:mn>
<mml:mo>,</mml:mo>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>2</mml:mn>
<mml:mo>,</mml:mo>
<mml:mn>...</mml:mn>
<mml:mo>,</mml:mo>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>N</mml:mi>
</mml:mrow>
<mml:mo>)</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>, the phase gradient <inline-formula id="inf18">
<mml:math id="m20">
<mml:mi>&#x3be;</mml:mi>
</mml:math>
</inline-formula> and the reciprocal vector <inline-formula id="inf19">
<mml:math id="m21">
<mml:mi>G</mml:mi>
</mml:math>
</inline-formula> are written in the form of numerical equality <inline-formula id="inf20">
<mml:math id="m22">
<mml:mrow>
<mml:mi>&#x3be;</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>G</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, so that the above equation can be written as the following formula [<xref ref-type="bibr" rid="B30">30</xref>]:<disp-formula id="e3">
<mml:math id="m23">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>sin</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>sin</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>n</mml:mi>
<mml:mi>&#x3be;</mml:mi>
</mml:mrow>
</mml:math>
<label>(3)</label>
</disp-formula>
</p>
<fig id="F1" position="float">
<label>FIGURE 1</label>
<caption>
<p>
<bold>(A)</bold> high-order diffraction phenomenon of periodic structure; <bold>(B)</bold> interpretation of the angular correspondence between the incident and transmitted waves by means of wave vectors.</p>
</caption>
<graphic xlink:href="fphy-10-909318-g001.tif"/>
</fig>
<p>The physical meaning of the equation can be better illustrated by the wave vector diagram in <xref ref-type="fig" rid="F1">Figure 1B</xref>. For each incident angle <inline-formula id="inf21">
<mml:math id="m24">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, the transmission angle can be found at the corresponding diffraction level. However, as the number of diffraction levels <inline-formula id="inf22">
<mml:math id="m25">
<mml:mi>n</mml:mi>
</mml:math>
</inline-formula> increases, the incident wave angle <inline-formula id="inf23">
<mml:math id="m26">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> cannot find the corresponding transmission angle in the wave number circles of the corresponding level even if it reaches the maximum value of 90&#xb0;, as in the case of <inline-formula id="inf24">
<mml:math id="m27">
<mml:mrow>
<mml:mi>n</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>3</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> in the figure. Therefore, for a specific spacing <inline-formula id="inf25">
<mml:math id="m28">
<mml:mi>&#x3be;</mml:mi>
</mml:math>
</inline-formula> (phase gradient, which is taken as <inline-formula id="inf26">
<mml:math id="m29">
<mml:mrow>
<mml:mi>&#x3be;</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mrow>
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:mi>&#x3c0;</mml:mi>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mi>L</mml:mi>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> in this paper) and radius of the wave number circle <inline-formula id="inf27">
<mml:math id="m30">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> , the diffraction level <inline-formula id="inf28">
<mml:math id="m31">
<mml:mi>n</mml:mi>
</mml:math>
</inline-formula> is taken to the highest order diffraction level <inline-formula id="inf29">
<mml:math id="m32">
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>N</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>. More precisely, the maximum diffraction level <inline-formula id="inf30">
<mml:math id="m33">
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>N</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is affected by the wavelength of the incident wave <inline-formula id="inf31">
<mml:math id="m34">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3bb;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and the length of a single period of the metasurface structure <inline-formula id="inf32">
<mml:math id="m35">
<mml:mi>L</mml:mi>
</mml:math>
</inline-formula>, and substituting <inline-formula id="inf33">
<mml:math id="m36">
<mml:mrow>
<mml:mo>&#x7c;</mml:mo>
<mml:mi>sin</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>sin</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x7c;</mml:mo>
<mml:mi mathvariant="normal">&#x3c;2</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> into <xref ref-type="disp-formula" rid="e3">Eq. 3</xref> yields <inline-formula id="inf34">
<mml:math id="m37">
<mml:mrow>
<mml:mi>N</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>r</mml:mi>
<mml:mi>o</mml:mi>
<mml:mi>u</mml:mi>
<mml:mi>n</mml:mi>
<mml:mi>d</mml:mi>
<mml:mi>u</mml:mi>
<mml:mi>p</mml:mi>
<mml:mrow>
<mml:mo>[</mml:mo>
<mml:mrow>
<mml:mrow>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>2</mml:mn>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mi>G</mml:mi>
</mml:mrow>
</mml:mrow>
<mml:mo>]</mml:mo>
</mml:mrow>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>. The equations related to wavelength and length are written as follows [<xref ref-type="bibr" rid="B7">7</xref>]:<disp-formula id="e4">
<mml:math id="m38">
<mml:mrow>
<mml:mi>N</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>r</mml:mi>
<mml:mi>o</mml:mi>
<mml:mi>u</mml:mi>
<mml:mi>n</mml:mi>
<mml:mi>d</mml:mi>
<mml:mi>u</mml:mi>
<mml:mi>p</mml:mi>
<mml:mrow>
<mml:mo>[</mml:mo>
<mml:mrow>
<mml:mrow>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>2</mml:mn>
<mml:mi>L</mml:mi>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3bb;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mrow>
</mml:mrow>
<mml:mo>]</mml:mo>
</mml:mrow>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:math>
<label>(4)</label>
</disp-formula>Where <inline-formula id="inf35">
<mml:math id="m39">
<mml:mrow>
<mml:mi>r</mml:mi>
<mml:mi>o</mml:mi>
<mml:mi>u</mml:mi>
<mml:mi>n</mml:mi>
<mml:mi>d</mml:mi>
<mml:mi>u</mml:mi>
<mml:mi>p</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is the upward rounding function.</p>
<p>However, not all of the sound waves will be transmitted along their respective diffraction channels, and Fu treats a unit cell in the metasurface structure as a Fabry-Perot resonator, as shown in <xref ref-type="fig" rid="F2">Figure 2</xref>. When the angle <inline-formula id="inf36">
<mml:math id="m40">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> of the incident wave is less than or equal to the critical angle <inline-formula id="inf37">
<mml:math id="m41">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>s</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, the incident wave will be transmitted directly from the diffraction channel <inline-formula id="inf38">
<mml:math id="m42">
<mml:mrow>
<mml:mi>n</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>; when <inline-formula id="inf39">
<mml:math id="m43">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is greater than the critical angle <inline-formula id="inf40">
<mml:math id="m44">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>s</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, multiple diffraction channels will be opened and the incident wave will be reflected back and forth in the unit cell until the accumulated wave path satisfies the condition before transmission or reflection occurs. It can be found that when the number of reflections <inline-formula id="inf41">
<mml:math id="m45">
<mml:mi>J</mml:mi>
</mml:math>
</inline-formula> is odd, the incident wave passing through the metasurface interface behaves as transmission and otherwise it appears as reflection, both of which propagate directly from the diffraction channel of the nearest and largest diffraction level, because this channel represents the smallest wave path, so the energy propagated by the largest diffraction level tends to be the highest. And the reflection and transmission satisfy the GSL transmission and reflection formulas, respectively. In summary, the law can be succinctly expressed as the following <xref ref-type="disp-formula" rid="e7">Eq. 7</xref>:<disp-formula id="e5">
<mml:math id="m46">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>sin</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>sin</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>n</mml:mi>
<mml:mi>G</mml:mi>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mrow>
<mml:mi>J</mml:mi>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>i</mml:mi>
<mml:mi>s</mml:mi>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>o</mml:mi>
<mml:mi>d</mml:mi>
<mml:mi>d</mml:mi>
</mml:mrow>
<mml:mo>)</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(5)</label>
</disp-formula>
<disp-formula id="e6">
<mml:math id="m47">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>sin</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>r</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
<mml:mo>&#x2061;</mml:mo>
<mml:mi>sin</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>n</mml:mi>
<mml:mi>G</mml:mi>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mrow>
<mml:mi>J</mml:mi>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>i</mml:mi>
<mml:mi>s</mml:mi>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>e</mml:mi>
<mml:mi>v</mml:mi>
<mml:mi>e</mml:mi>
<mml:mi>n</mml:mi>
</mml:mrow>
<mml:mo>)</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(6)</label>
</disp-formula>where, <inline-formula id="inf42">
<mml:math id="m48">
<mml:mrow>
<mml:mi>J</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>m</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> represents the number of reflections, controlled by the number of unit cells <inline-formula id="inf43">
<mml:math id="m49">
<mml:mi>m</mml:mi>
</mml:math>
</inline-formula> and the number of diffraction levels <inline-formula id="inf44">
<mml:math id="m50">
<mml:mi>n</mml:mi>
</mml:math>
</inline-formula>. This equation shows that for a certain value of <inline-formula id="inf45">
<mml:math id="m51">
<mml:mi>J</mml:mi>
</mml:math>
</inline-formula>, the transmission and reflection angles of incident light and sound waves in air can be accurately predicted when they pass through a periodically arranged metasurface structure, and are generally expressed mainly as transmitted or reflected waves at the corresponding maximum diffraction level. However, this equation only reveals the laws followed by the metasurface in regulating the acoustic waves, but there is no corresponding discussion for the complex elastic waves, which leads to a large number of existing theories for the study of elastic wave metasurfaces still stuck in the classical GSL, <xref ref-type="disp-formula" rid="e1">Eq. 1</xref>.</p>
<fig id="F2" position="float">
<label>FIGURE 2</label>
<caption>
<p>
<bold>(A)</bold> When the incident angle is less than or equal to the critical angle, the incident wave is transmitted normally from the unit cell; <bold>(B)</bold> When the incident angle is greater than the critical angle, the unit cell can be regarded as a Fabry-Perot resonator.</p>
</caption>
<graphic xlink:href="fphy-10-909318-g002.tif"/>
</fig>
</sec>
<sec id="s2-2">
<title>2.2 Design of a Helical Metasurface for Modulating Plate Waves</title>
<p>In this paper, we design a helical metasurface for modulating Lamb waves, which consists of a series of helical curved beam cells, as shown in <xref ref-type="fig" rid="F3">Figure 3</xref>, where <inline-formula id="inf46">
<mml:math id="m52">
<mml:mi>L</mml:mi>
</mml:math>
</inline-formula> indicates the length of a single cycle and <inline-formula id="inf47">
<mml:math id="m53">
<mml:mi>l</mml:mi>
</mml:math>
</inline-formula> is the vertical span of the metasurface. The helical curved beam is formed by sweeping a rectangular section along the helical line, where the height of the rectangular section <inline-formula id="inf48">
<mml:math id="m54">
<mml:mi>h</mml:mi>
</mml:math>
</inline-formula> is equal to the thickness of the sheet, which is 1&#xa0;mm, and the length <inline-formula id="inf49">
<mml:math id="m55">
<mml:mi>a</mml:mi>
</mml:math>
</inline-formula> is related to the number of unit cells. The parameter equation <inline-formula id="inf50">
<mml:math id="m56">
<mml:mi>r</mml:mi>
</mml:math>
</inline-formula> is an adjustable parameter, and different values of <inline-formula id="inf51">
<mml:math id="m57">
<mml:mi>r</mml:mi>
</mml:math>
</inline-formula> in the curve equation can be set to achieve different curved beam lengths. In order to maintain the continuity of the wave front when regulating the transmitted waves, the incident waves should have a phase difference of at least <inline-formula id="inf52">
<mml:math id="m58">
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:mi>&#x3c0;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, or generally a positive integer multiple of <inline-formula id="inf53">
<mml:math id="m59">
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:mi>&#x3c0;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, when they are transmitted from the first and last cells in the structure. In this paper, we construct <inline-formula id="inf54">
<mml:math id="m60">
<mml:mrow>
<mml:mn>0</mml:mn>
<mml:mo>&#x223c;</mml:mo>
<mml:mn>2</mml:mn>
<mml:mi>&#x3c0;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> equal gradients of phase in the structure, so according to <inline-formula id="inf55">
<mml:math id="m61">
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:msub>
<mml:mi>&#x3c6;</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:mi>d</mml:mi>
<mml:msub>
<mml:mi>s</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, we can invert the difference of the length between the curved beams (where <inline-formula id="inf56">
<mml:math id="m62">
<mml:mi>&#x3c6;</mml:mi>
</mml:math>
</inline-formula> is the phase, <inline-formula id="inf57">
<mml:math id="m63">
<mml:mi>s</mml:mi>
</mml:math>
</inline-formula> is the wave path, subscript <inline-formula id="inf58">
<mml:math id="m64">
<mml:mi>i</mml:mi>
</mml:math>
</inline-formula> indicates the curved beam number, and <inline-formula id="inf59">
<mml:math id="m65">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the number of waves in the curved beam), and then according to the length integral equation <inline-formula id="inf60">
<mml:math id="m66">
<mml:mrow>
<mml:msub>
<mml:mi>s</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mstyle displaystyle="true">
<mml:mrow>
<mml:msubsup>
<mml:mo>&#x222b;</mml:mo>
<mml:mn>0</mml:mn>
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:mi>&#x3c0;</mml:mi>
</mml:mrow>
</mml:msubsup>
<mml:mrow>
<mml:msqrt>
<mml:mrow>
<mml:msup>
<mml:mrow>
<mml:mrow>
<mml:mo>[</mml:mo>
<mml:mrow>
<mml:msup>
<mml:mi>x</mml:mi>
<mml:mo>&#x2032;</mml:mo>
</mml:msup>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mi>t</mml:mi>
<mml:mo>)</mml:mo>
</mml:mrow>
</mml:mrow>
<mml:mo>]</mml:mo>
</mml:mrow>
</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:mo>&#x2b;</mml:mo>
<mml:msup>
<mml:mrow>
<mml:mrow>
<mml:mo>[</mml:mo>
<mml:mrow>
<mml:msup>
<mml:mi>y</mml:mi>
<mml:mo>&#x2032;</mml:mo>
</mml:msup>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mi>t</mml:mi>
<mml:mo>)</mml:mo>
</mml:mrow>
</mml:mrow>
<mml:mo>]</mml:mo>
</mml:mrow>
</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:mo>&#x2b;</mml:mo>
<mml:msup>
<mml:mrow>
<mml:mrow>
<mml:mo>[</mml:mo>
<mml:mrow>
<mml:msup>
<mml:mi>z</mml:mi>
<mml:mo>&#x2032;</mml:mo>
</mml:msup>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mi>t</mml:mi>
<mml:mo>)</mml:mo>
</mml:mrow>
</mml:mrow>
<mml:mo>]</mml:mo>
</mml:mrow>
</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
</mml:mrow>
</mml:msqrt>
</mml:mrow>
</mml:mrow>
</mml:mstyle>
<mml:mi>d</mml:mi>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> , can calculate and design the length of each helical line segment.</p>
<fig id="F3" position="float">
<label>FIGURE 3</label>
<caption>
<p>Helical metasurface structural parameters.</p>
</caption>
<graphic xlink:href="fphy-10-909318-g003.tif"/>
</fig>
<p>It is worth noting that the waves in the thin plate exist in the form of Lamb waves, while in the curved beam exist mainly in the form of bending waves, and there is a difference in the wave numbers between them. The wave numbers <inline-formula id="inf61">
<mml:math id="m67">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> in <xref ref-type="disp-formula" rid="e1">Eqs. 1</xref>&#x2013;<xref ref-type="disp-formula" rid="e6">6</xref> are the wave numbers of Lamb waves in A<sub>0</sub> mode, which can be obtained from the dispersion curves, while <inline-formula id="inf62">
<mml:math id="m68">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> above is the wave number in the helical curved beam, which is obtained from the bending wave number equation <inline-formula id="inf63">
<mml:math id="m69">
<mml:mrow>
<mml:msub>
<mml:mi>k</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mroot>
<mml:mrow>
<mml:mrow>
<mml:mrow>
<mml:mi>&#x3c1;</mml:mi>
<mml:mi>S</mml:mi>
<mml:msup>
<mml:mi>&#x3c9;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msup>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:mi>E</mml:mi>
<mml:mi>I</mml:mi>
</mml:mrow>
</mml:mrow>
</mml:mrow>
<mml:mn>4</mml:mn>
</mml:mroot>
</mml:mrow>
</mml:math>
</inline-formula> [<xref ref-type="bibr" rid="B17">17</xref>], where <inline-formula id="inf64">
<mml:math id="m70">
<mml:mi>&#x3c1;</mml:mi>
</mml:math>
</inline-formula> is the density, <inline-formula id="inf65">
<mml:math id="m71">
<mml:mi>S</mml:mi>
</mml:math>
</inline-formula> is the area of the beam section, <inline-formula id="inf66">
<mml:math id="m72">
<mml:mi>&#x3c9;</mml:mi>
</mml:math>
</inline-formula> is the angular frequency of the excitation, and <inline-formula id="inf67">
<mml:math id="m73">
<mml:mrow>
<mml:mi>E</mml:mi>
<mml:mi>I</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is the structural stiffness. At the same time, the curvature of this metasurface structure has a small rate of change, so it can maintain a high transmittance.</p>
</sec>
</sec>
<sec id="s3">
<title>3 Verification of Modified GSL Theory Based on Helical Type Metasurface</title>
<p>In order to address the problem that a large number of elastic wave metasurfaces are still based on the GSL law which does not consider the higher order diffraction terms, this paper verifies the universality of the modified GSL theory by using the helical metasurface designed above.</p>
<p>Since the parity of the number of unit cells (actually, the number of equal parts of the <inline-formula id="inf68">
<mml:math id="m74">
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:mi>&#x3c0;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> phase) mentioned in the modified GSL theory affects the diffraction phenomenon, the number of unit cells <inline-formula id="inf69">
<mml:math id="m75">
<mml:mi>m</mml:mi>
</mml:math>
</inline-formula> in the structure of the metasurface is changed and the phases are redistributed according to the number, as follows: first, the length of the single cycle <inline-formula id="inf70">
<mml:math id="m76">
<mml:mi>L</mml:mi>
</mml:math>
</inline-formula> of the metasurface is kept constant at one wavelength <inline-formula id="inf71">
<mml:math id="m77">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3bb;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> , and the maximum diffraction level <inline-formula id="inf72">
<mml:math id="m78">
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>N</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> can be calculated by <xref ref-type="disp-formula" rid="e4">Eq. 4</xref> at this time is &#x2212;1, and the values of <inline-formula id="inf73">
<mml:math id="m79">
<mml:mi>n</mml:mi>
</mml:math>
</inline-formula> are taken as (1, 0, &#x2212;1). Further substitution into <xref ref-type="disp-formula" rid="e3">Eq. 3</xref> leads to the critical angle of <inline-formula id="inf74">
<mml:math id="m80">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>s</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>0</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> &#xb0;. In order to control the variables as much as possible, the cross-sectional dimensions of each helical curved beam are kept the same, with both length and width <inline-formula id="inf75">
<mml:math id="m81">
<mml:mrow>
<mml:mi>L</mml:mi>
<mml:mo>/</mml:mo>
<mml:mn>19</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> and 1mm, and only the spacing between the curved beam cells <inline-formula id="inf76">
<mml:math id="m82">
<mml:mi>d</mml:mi>
</mml:math>
</inline-formula> is changed, and the transmission phase difference of <inline-formula id="inf77">
<mml:math id="m83">
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:mi>&#x3c0;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is redistributed uniformly into each curved beam cell according to the changed parameter <inline-formula id="inf78">
<mml:math id="m84">
<mml:mi>r</mml:mi>
</mml:math>
</inline-formula>. Finally, the metasurface structure parameters with the values of 4, 5, 6, 7, and 8 for the number of unit cells <inline-formula id="inf79">
<mml:math id="m85">
<mml:mi>m</mml:mi>
</mml:math>
</inline-formula> were obtained by the backpropagation calculation in the previous section. The structure schematic and parameters 12 are shown in <xref ref-type="fig" rid="F4">Figure 4A</xref> and <xref ref-type="table" rid="T1">Table 1</xref>, respectively.</p>
<fig id="F4" position="float">
<label>FIGURE 4</label>
<caption>
<p>
<bold>(A)</bold> Helical metasurface structures with different numbers of unit cells; <bold>(B)</bold> Schematic diagram of the overall structure.</p>
</caption>
<graphic xlink:href="fphy-10-909318-g004.tif"/>
</fig>
<table-wrap id="T1" position="float">
<label>TABLE 1</label>
<caption>
<p>Values of phase <inline-formula id="inf80">
<mml:math id="m86">
<mml:mi>&#x3c6;</mml:mi>
</mml:math>
</inline-formula>, length <inline-formula id="inf81">
<mml:math id="m87">
<mml:mi>s</mml:mi>
</mml:math>
</inline-formula> and parameters <inline-formula id="inf82">
<mml:math id="m88">
<mml:mi>r</mml:mi>
</mml:math>
</inline-formula> corresponding to metasurfaces with different unit cell numbers after phase redistribution.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="left">
<inline-formula id="inf83">
<mml:math id="m89">
<mml:mi mathvariant="bold-italic">m</mml:mi>
</mml:math>
</inline-formula>
</th>
<th align="center">
<inline-formula id="inf84">
<mml:math id="m90">
<mml:mi mathvariant="bold-italic">e</mml:mi>
</mml:math>
</inline-formula>
</th>
<th align="center">1</th>
<th align="center">2</th>
<th align="center">3</th>
<th align="center">4</th>
<th align="center">5</th>
<th align="center">6</th>
<th align="center">7</th>
<th align="center">8</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td rowspan="3" align="left">
<inline-formula id="inf85">
<mml:math id="m91">
<mml:mn>4</mml:mn>
</mml:math>
</inline-formula>
</td>
<td align="center">
<inline-formula id="inf86">
<mml:math id="m92">
<mml:mrow>
<mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">&#x3c6;</mml:mi>
<mml:mi mathvariant="bold-italic">e</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:mi mathvariant="bold-italic">&#x3c0;</mml:mi>
</mml:mrow>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="center">1/4</td>
<td align="center">1/2</td>
<td align="center">3/4</td>
<td align="center">1</td>
<td align="center">-</td>
<td align="center">-</td>
<td align="center">-</td>
<td align="center">-</td>
</tr>
<tr>
<td align="center">
<inline-formula id="inf87">
<mml:math id="m93">
<mml:mrow>
<mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">s</mml:mi>
<mml:mi mathvariant="bold-italic">e</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">&#x3bb;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="left">6 &#x2b; 1/4</td>
<td align="left">6 &#x2b; 1/2</td>
<td align="left">6 &#x2b; 3/4</td>
<td align="center">7</td>
<td align="center">-</td>
<td align="center">-</td>
<td align="center">-</td>
<td align="center">-</td>
</tr>
<tr>
<td align="center">
<inline-formula id="inf88">
<mml:math id="m94">
<mml:mrow>
<mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">r</mml:mi>
<mml:mi mathvariant="bold-italic">e</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">&#x3bb;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="center">1.012</td>
<td align="center">0.973</td>
<td align="center">0.936</td>
<td align="center">0.903</td>
<td align="left">-</td>
<td align="center">-</td>
<td align="center">-</td>
<td align="center">-</td>
</tr>
<tr>
<td rowspan="3" align="left">
<inline-formula id="inf89">
<mml:math id="m95">
<mml:mn>5</mml:mn>
</mml:math>
</inline-formula>
</td>
<td align="center">
<inline-formula id="inf90">
<mml:math id="m96">
<mml:mrow>
<mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">&#x3c6;</mml:mi>
<mml:mi mathvariant="bold-italic">e</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:mi mathvariant="bold-italic">&#x3c0;</mml:mi>
</mml:mrow>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="center">1/5</td>
<td align="center">2/5</td>
<td align="center">3/5</td>
<td align="center">4/5</td>
<td align="center">1</td>
<td align="center">-</td>
<td align="left">-</td>
<td align="center">-</td>
</tr>
<tr>
<td align="left">
<inline-formula id="inf91">
<mml:math id="m97">
<mml:mrow>
<mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">s</mml:mi>
<mml:mi mathvariant="bold-italic">e</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">&#x3bb;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="center">6 &#x2b; 1/5</td>
<td align="center">6 &#x2b; 2/5</td>
<td align="center">6 &#x2b; 3/5</td>
<td align="center">6 &#x2b; 4/5</td>
<td align="center">7</td>
<td align="center">-</td>
<td align="center">-</td>
<td align="center">-</td>
</tr>
<tr>
<td align="center">
<inline-formula id="inf92">
<mml:math id="m98">
<mml:mrow>
<mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">r</mml:mi>
<mml:mi mathvariant="bold-italic">e</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">&#x3bb;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="center">1.022</td>
<td align="center">0.988</td>
<td align="center">0.958</td>
<td align="center">0.93</td>
<td align="center">0.903</td>
<td align="center">-</td>
<td align="center">-</td>
<td align="center">-</td>
</tr>
<tr>
<td rowspan="3" align="left">
<inline-formula id="inf93">
<mml:math id="m99">
<mml:mn>6</mml:mn>
</mml:math>
</inline-formula>
</td>
<td align="left">
<inline-formula id="inf94">
<mml:math id="m100">
<mml:mrow>
<mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">&#x3c6;</mml:mi>
<mml:mi mathvariant="bold-italic">e</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:mi mathvariant="bold-italic">&#x3c0;</mml:mi>
</mml:mrow>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="center">1/6</td>
<td align="center">1/3</td>
<td align="center">1/2</td>
<td align="center">2/3</td>
<td align="center">5/6</td>
<td align="center">1</td>
<td align="center">-</td>
<td align="center">-</td>
</tr>
<tr>
<td align="center">
<inline-formula id="inf95">
<mml:math id="m101">
<mml:mrow>
<mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">s</mml:mi>
<mml:mi mathvariant="bold-italic">e</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">&#x3bb;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="center">6 &#x2b; 1/6</td>
<td align="center">6 &#x2b; 1/3</td>
<td align="center">6 &#x2b; 1/2</td>
<td align="center">6 &#x2b; 2/3</td>
<td align="center">6 &#x2b; 5/6</td>
<td align="center">7</td>
<td align="center">-</td>
<td align="center">-</td>
</tr>
<tr>
<td align="center">
<inline-formula id="inf96">
<mml:math id="m102">
<mml:mrow>
<mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">r</mml:mi>
<mml:mi mathvariant="bold-italic">e</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">&#x3bb;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="center">1.026</td>
<td align="center">1</td>
<td align="center">0.973</td>
<td align="center">0.948</td>
<td align="center">0.925</td>
<td align="center">0.903</td>
<td align="center">-</td>
<td align="center">-</td>
</tr>
<tr>
<td rowspan="3" align="left">
<inline-formula id="inf97">
<mml:math id="m103">
<mml:mn>7</mml:mn>
</mml:math>
</inline-formula>
</td>
<td align="left">
<inline-formula id="inf98">
<mml:math id="m104">
<mml:mrow>
<mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">&#x3c6;</mml:mi>
<mml:mi mathvariant="bold-italic">e</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:mi mathvariant="bold-italic">&#x3c0;</mml:mi>
</mml:mrow>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="center">1/7</td>
<td align="center">2/7</td>
<td align="center">3/7</td>
<td align="center">4/7</td>
<td align="center">5/7</td>
<td align="center">6/7</td>
<td align="center">1</td>
<td align="center">-</td>
</tr>
<tr>
<td align="center">
<inline-formula id="inf99">
<mml:math id="m105">
<mml:mrow>
<mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">s</mml:mi>
<mml:mi mathvariant="bold-italic">e</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">&#x3bb;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="center">6 &#x2b; 1/7</td>
<td align="center">6 &#x2b; 2/7</td>
<td align="center">6 &#x2b; 3/7</td>
<td align="center">6 &#x2b; 4/7</td>
<td align="center">6 &#x2b; 5/7</td>
<td align="center">6 &#x2b; 6/7</td>
<td align="center">7</td>
<td align="center">-</td>
</tr>
<tr>
<td align="center">
<inline-formula id="inf100">
<mml:math id="m106">
<mml:mrow>
<mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">r</mml:mi>
<mml:mi mathvariant="bold-italic">e</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">&#x3bb;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="center">1.03</td>
<td align="center">1</td>
<td align="center">0.984</td>
<td align="center">0.962</td>
<td align="center">0.941</td>
<td align="center">0.922</td>
<td align="center">0.903</td>
<td align="center">-</td>
</tr>
<tr>
<td rowspan="3" align="left">
<inline-formula id="inf101">
<mml:math id="m107">
<mml:mn>8</mml:mn>
</mml:math>
</inline-formula>
</td>
<td align="center">
<inline-formula id="inf102">
<mml:math id="m108">
<mml:mrow>
<mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">&#x3c6;</mml:mi>
<mml:mi mathvariant="bold-italic">e</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:mi mathvariant="bold-italic">&#x3c0;</mml:mi>
</mml:mrow>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="center">1/8</td>
<td align="center">1/4</td>
<td align="center">3/8</td>
<td align="center">1/2</td>
<td align="center">5/8</td>
<td align="center">3/4</td>
<td align="center">7/8</td>
<td align="char" char=".">1</td>
</tr>
<tr>
<td align="center">
<inline-formula id="inf103">
<mml:math id="m109">
<mml:mrow>
<mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">s</mml:mi>
<mml:mi mathvariant="bold-italic">e</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">&#x3bb;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="center">6 &#x2b; 1/8</td>
<td align="center">6 &#x2b; 1/4</td>
<td align="center">6 &#x2b; 3/8</td>
<td align="center">6 &#x2b; 1/2</td>
<td align="center">6 &#x2b; 5/8</td>
<td align="center">6 &#x2b; 3/4</td>
<td align="center">6 &#x2b; 7/8</td>
<td align="char" char=".">7</td>
</tr>
<tr>
<td align="center">
<inline-formula id="inf104">
<mml:math id="m110">
<mml:mrow>
<mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">r</mml:mi>
<mml:mi mathvariant="bold-italic">e</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi mathvariant="bold">&#x3bb;</mml:mi>
<mml:mn>2</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="center">1.033</td>
<td align="center">1.012</td>
<td align="center">0.992</td>
<td align="center">0.973</td>
<td align="center">0.954</td>
<td align="center">0.936</td>
<td align="center">0.919</td>
<td align="char" char=".">0.903</td>
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</tbody>
</table>
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<p>In our study, the commercial simulation software COMSOL is used to numerically simulate the phenomenon of controlling the plate wave transmission through the metasurface structure. Both the thin plate and the metasurface are made of aluminum, the elastic modulus is 70GPa, the Poisson&#x2019;s ratio is 0.33, and the density is 2700&#xa0;kg/m&#x5e;3, and the excitation is set to a line excitation with a common ultrasonic excitation frequency of 100&#xa0;kHz and an amplitude size of 1&#xa0;mm. The metasurface structure is periodically arranged in the middle of the plate, and the overall structure is shown in <xref ref-type="fig" rid="F4">Figure 4B</xref>.</p>
<p>When the Lamb wave is incident at &#x2212;30&#xb0; (the angle of incidence is less than the critical angle 0&#xb0;), according to the above theoretical analysis, the number of unit cells does not affect the transmission because no higher-order diffraction waves are generated at this time. The simulation results are exactly the same, as shown in <xref ref-type="fig" rid="F5">Figure 5</xref>. Although there are some unexpected reflections at <inline-formula id="inf105">
<mml:math id="m111">
<mml:mrow>
<mml:mi>m</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>5</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>, the overall solution is satisfied, and the transmission angle is not related to the number of unit cells <inline-formula id="inf106">
<mml:math id="m112">
<mml:mi>m</mml:mi>
</mml:math>
</inline-formula>.</p>
<fig id="F5" position="float">
<label>FIGURE 5</label>
<caption>
<p>When the incident angle is -30&#xb0;, the corresponding transmission wavefields of metasurfaces with different unit cell numbers.</p>
</caption>
<graphic xlink:href="fphy-10-909318-g005.tif"/>
</fig>
<p>When the wave is incident in the direction of 30&#xb0; (the angle of incidence is greater than the critical angle of 0&#xb0;), higher order diffraction phenomenon will be generated at this time, where the maximum diffraction level <inline-formula id="inf107">
<mml:math id="m113">
<mml:mrow>
<mml:msub>
<mml:mi>n</mml:mi>
<mml:mrow>
<mml:mi>max</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>N</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>, theoretically corresponding to the reflection or transmission angle according to <xref ref-type="disp-formula" rid="e5">Eqs. 5</xref>, <xref ref-type="disp-formula" rid="e6">6</xref> should be transmission angle &#x2212;30&#xb0;, reflection angle &#x2212;30&#xb0;, transmission angle &#x2212;30&#xb0;, reflection angle &#x2212;30&#xb0;, reflection angle &#x2212;30&#xb0;, respectively. The simulated wavefield as shown in <xref ref-type="fig" rid="F6">Figure 6</xref>, and the transmitted or reflected wavefront basically satisfies this condition, except that an unexpected reflected wave is also generated at <inline-formula id="inf108">
<mml:math id="m114">
<mml:mrow>
<mml:mi>m</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>4</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>.</p>
<fig id="F6" position="float">
<label>FIGURE 6</label>
<caption>
<p>When the incident angle is 30&#xb0;, the corresponding transmission wavefields of metasurfaces with different unit cell numbers.</p>
</caption>
<graphic xlink:href="fphy-10-909318-g006.tif"/>
</fig>
<p>From <xref ref-type="disp-formula" rid="e4">Eq. 4</xref>, it can be seen that, without changing the wavelength of the incident wave, only increasing the length <inline-formula id="inf109">
<mml:math id="m115">
<mml:mi>L</mml:mi>
</mml:math>
</inline-formula>, the other parameters of the metasurface structure remain unchanged, which will make the maximum diffraction level <inline-formula id="inf110">
<mml:math id="m116">
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>N</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> larger and increase the channels of diffraction level <inline-formula id="inf111">
<mml:math id="m117">
<mml:mi>n</mml:mi>
</mml:math>
</inline-formula>, so will the transmission of Lamb waves continue to satisfy the theory at this time? In order to answer this question, we set the length of the single-period structure <inline-formula id="inf112">
<mml:math id="m118">
<mml:mrow>
<mml:mi>L</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>2</mml:mn>
<mml:msub>
<mml:mi>&#x3bb;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, and calculate the values of <inline-formula id="inf113">
<mml:math id="m119">
<mml:mrow>
<mml:mi>N</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>3</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf114">
<mml:math id="m120">
<mml:mi>n</mml:mi>
</mml:math>
</inline-formula> as (1, 0, &#x2212;1, &#x2212;2, &#x2212;3) from <xref ref-type="disp-formula" rid="e4">Eq. 4</xref>, then substitute it into <xref ref-type="disp-formula" rid="e5">Eq. 5</xref> can get the critical angle of 30&#xb0;. If 30&#xb0; is still chosen as the angle of incidence, no higher order diffraction is produced, so we reset the incident angle of 45&#xb0;. The simulation results are shown in <xref ref-type="fig" rid="F7">Figure 7</xref>. When <inline-formula id="inf115">
<mml:math id="m121">
<mml:mi>m</mml:mi>
</mml:math>
</inline-formula> is an even number, there is a clear transmission phenomenon, and the transmission angle is close to the theoretical value of &#x2212;52.5&#xb0; calculated by <xref ref-type="disp-formula" rid="e6">Eq. 6</xref>. Although there are still reflected waves at <inline-formula id="inf116">
<mml:math id="m122">
<mml:mrow>
<mml:mi>m</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>4</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>, the concentration of transmitted energy to the highest level <inline-formula id="inf117">
<mml:math id="m123">
<mml:mrow>
<mml:mi>n</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>3</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> gradually appears as the number of unit cells <inline-formula id="inf118">
<mml:math id="m124">
<mml:mi>m</mml:mi>
</mml:math>
</inline-formula> increases. On the other hand, the anomalous reflection occurs at an odd number of <inline-formula id="inf119">
<mml:math id="m125">
<mml:mi>m</mml:mi>
</mml:math>
</inline-formula>, and the reflection angle is also &#x2212;52.5&#xb0;, similarly, the reflected energy is enhanced as the number of unit cells increases. It can be concluded that regardless of the value of <inline-formula id="inf120">
<mml:math id="m126">
<mml:mi>L</mml:mi>
</mml:math>
</inline-formula> and the number of diffraction levels <inline-formula id="inf121">
<mml:math id="m127">
<mml:mi>n</mml:mi>
</mml:math>
</inline-formula>, as long as the incident angle is greater than the critical angle, the main energy of the incident Lamb wave passing through the interface will jump directly to the highest diffraction level and appear as a reflected or transmitted wave.</p>
<fig id="F7" position="float">
<label>FIGURE 7</label>
<caption>
<p>When <inline-formula id="inf122">
<mml:math id="m128">
<mml:mrow>
<mml:mi>L</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>2</mml:mn>
<mml:msub>
<mml:mi>&#x3bb;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, the incident wave angle is 45&#xb0;, the corresponding transmitted wavefields of metasurfaces with different unit cell numbers.</p>
</caption>
<graphic xlink:href="fphy-10-909318-g007.tif"/>
</fig>
<p>In conclusion, Lamb wave also conforms to the modified diffraction law to some extent, but the existence of multi-mode and dispersion in the guided wave, or the problem of the structure itself, lead to weak reflection and transmission energy in other diffraction channels.</p>
</sec>
<sec id="s4">
<title>4 Acoustic Applications Based on Modified GSL Theory</title>
<sec id="s4-1">
<title>4.1 Negative Refraction and Asymmetric Transmission of Lamb Waves at Nearly all Angles</title>
<p>According to the theory in the previous section, if set <inline-formula id="inf123">
<mml:math id="m129">
<mml:mrow>
<mml:mi>L</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:msub>
<mml:mi>&#x3bb;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, the highest diffraction order is &#x2212;1 and the critical angle is 0&#xb0;. When the incident angle is greater than 0&#xb0; and the number of unit cells in the structure is an even number, that is, when the number of reflections <inline-formula id="inf124">
<mml:math id="m130">
<mml:mrow>
<mml:mi>J</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>m</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is an odd number, the high-order diffracted wave behaves as a transmitted wave at this time, which satisfies <xref ref-type="disp-formula" rid="e6">Eq. 6</xref>, and can be written as follows by substituting <inline-formula id="inf125">
<mml:math id="m131">
<mml:mrow>
<mml:mi>L</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:msub>
<mml:mi>&#x3bb;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf126">
<mml:math id="m132">
<mml:mrow>
<mml:mi>n</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> into it form:<disp-formula id="e7">
<mml:math id="m133">
<mml:mrow>
<mml:mi>sin</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>sin</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>1</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mi mathvariant="normal">&#x3e;</mml:mi>
<mml:mn>0</mml:mn>
</mml:mrow>
<mml:mo>)</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(7)</label>
</disp-formula>
</p>
<p>When the incident angle is less than or equal to 0&#xb0;, it conforms to the classical GSL. Substitute <inline-formula id="inf127">
<mml:math id="m134">
<mml:mrow>
<mml:mi>L</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:msub>
<mml:mi>&#x3bb;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf128">
<mml:math id="m135">
<mml:mrow>
<mml:mi>n</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> into (1.6) to get:<disp-formula id="e8">
<mml:math id="m136">
<mml:mrow>
<mml:mi>sin</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>sin</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x2264;</mml:mo>
<mml:mn>0</mml:mn>
</mml:mrow>
<mml:mo>)</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(8)</label>
</disp-formula>
</p>
<p>Combining <xref ref-type="disp-formula" rid="e7">Eqs. 7</xref>, <xref ref-type="disp-formula" rid="e8">8</xref>, it can be seen that when the two incident wave directions are symmetric about the vertical axis, the transmitted wave directions will also behave as axisymmetric, and the incident wave angle will always remain opposite in sign to the transmitted angle (except for 0&#xb0;). This also indicates that it is theoretically possible to achieve nearly full-angle negative refraction except for the incident angle of 0&#xb0;. Therefore, in this paper, the number of unit cells is set to <inline-formula id="inf129">
<mml:math id="m137">
<mml:mrow>
<mml:mi>m</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>8</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>, and the detailed parameters of the structure are shown in <xref ref-type="table" rid="T1">Table 1</xref>. The incident waves are incident at &#x2b; -30&#xb0;, &#x2b;-45&#xb0;, and &#x2b;-60&#xb0;, respectively, with the same excitation mode and frequency, and the simulation results are obtained as shown in <xref ref-type="fig" rid="F8">Figure 8</xref>. It can be found that the wave field in the figure is exactly the same as the theoretical prediction. When the incident wave is incident at positive and negative angles, the transmitted wave is also transmitted at corresponding angles of -&#x2b;30&#xb0;, -&#x2b;17&#xb0;, and -&#x2b;7.7&#xb0;, respectively, and the sign is opposite to the incident angle, realizing a perfect wide-angle negative refraction phenomenon.</p>
<fig id="F8" position="float">
<label>FIGURE 8</label>
<caption>
<p>Wide-angle negative refraction phenomenon of the incident waves: <bold>(A)</bold> 30&#xb0;; <bold>(B)</bold> -30&#xb0;; <bold>(C)</bold> 45&#xb0;; <bold>(D)</bold> -45&#xb0;; <bold>(E)</bold> 60&#xb0;; <bold>(F)</bold> -60&#xb0;.</p>
</caption>
<graphic xlink:href="fphy-10-909318-g008.tif"/>
</fig>
<p>As an important acoustical phenomenon, asymmetric transmission enables unidirectional wave transmissibility, waves can propagate from one side to the other side of the interface, while they cannot transmit from the reverse direction, such phenomena have great potential for application. In the field of elastic waves, the asymmetric transmission of waves can also be realized by metasurface structures. Therefore, in this paper, an asymmetric transmission device is designed based on the theory of parity-related diffraction, which only allows the single-pass of waves and perfectly realizes the wide-angle asymmetric transmission of Lamb waves.</p>
<p>Setting <inline-formula id="inf130">
<mml:math id="m138">
<mml:mrow>
<mml:mi>L</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:msub>
<mml:mi>&#x3bb;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, at this time, based on the parity-related diffraction theory <xref ref-type="disp-formula" rid="e7">Eqs. 7</xref>, <xref ref-type="disp-formula" rid="e8">8</xref>, it is known that if the number of unit cells <inline-formula id="inf131">
<mml:math id="m139">
<mml:mi>m</mml:mi>
</mml:math>
</inline-formula> is designed as odd and <inline-formula id="inf132">
<mml:math id="m140">
<mml:mrow>
<mml:mi>m</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> as even, the higher-order diffracted wave will be reflected when the incident wave angle is greater than the critical angle 0&#xb0;, and the reflection angle satisfies <xref ref-type="disp-formula" rid="e6">Eq. 6</xref>. Therefore, when the waves are incident in opposite directions from the lower left and upper right angles, respectively, the transmission is not the same, resulting in an asymmetric propagation path of Lamb waves.</p>
<p>Therefore, the number of unit cells is set to <inline-formula id="inf133">
<mml:math id="m141">
<mml:mrow>
<mml:mi>m</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>7</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>, and the parameters are shown in <xref ref-type="table" rid="T1">Table 1</xref>, and the rest of the settings are the same as above, and then the simulation results are obtained when the waves are incident at &#x2212;30&#xb0;, &#x2212;45&#xb0;, &#x2212;60&#xb0; at the lower left corner and 30&#xb0;, 45&#xb0;, 60&#xb0; at the upper right corner, respectively, as shown in <xref ref-type="fig" rid="F9">Figure 9</xref>. By comparison, it is found that the wave fields in the figure possess good asymmetry, and the transmission directions are 30&#xb0;, 17&#xb0; and 7.7&#xb0;, and the reflection directions are &#x2212;30&#xb0;, &#x2212;17&#xb0; and &#x2212;7.7&#xb0;, and the two groups of wave fields form a perfect asymmetric transmission phenomenon with each other.</p>
<fig id="F9" position="float">
<label>FIGURE 9</label>
<caption>
<p>Wide-angle asymmetric transmission of incident waves: <bold>(A)</bold> lower left corner -30&#xb0; <bold>(B)</bold> upper right corner 30&#xb0;; <bold>(C)</bold> lower left corner -45&#xb0; <bold>(D)</bold> upper right corner 45&#xb0;; <bold>(E)</bold> lower left corner - 60&#xb0;<bold>(F)</bold> 60&#xb0; to the upper right corner.</p>
</caption>
<graphic xlink:href="fphy-10-909318-g009.tif"/>
</fig>
</sec>
<sec id="s4-2">
<title>4.2 Modal Separation of Lamb Waves</title>
<p>When Lamb waves are used for structural damage monitoring, they often cause wave packet mixing because they have multiple modes, which further causes the damage signal to be difficult to identify and the problem of inaccurate damage imaging. How to separate the different modes of Lamb waves quickly and accurately is one of the important problems in the field of structural health monitoring that needs to be solved.</p>
<p>In this section, based on the difference of wave velocities between symmetric mode (S) and antisymmetric mode (A) of Lamb wave, a simple mode separator is constructed based on the parity-related diffraction theory, and the separation of A<sub>0</sub> mode and S<sub>0</sub> mode waves at an excitation frequency of 100&#xa0;kHz is initially realized.</p>
<p>First, the aluminum plate dispersion curve was plotted, as shown in <xref ref-type="fig" rid="F10">Figure 10</xref>. According to this figure, the wave velocities of A<sub>0</sub> mode and S<sub>0</sub> mode wave at the frequency thickness product of 100&#xa0;kHz&#x2a;1&#xa0;mm are 951.9&#xa0;m/s and 5373&#xa0;m/s, respectively, in other words, the wavelength of S<sub>0</sub> mode wave at this frequency is 5.6 times that of A<sub>0</sub>, <inline-formula id="inf134">
<mml:math id="m142">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3bb;</mml:mi>
<mml:mn>3</mml:mn>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>5.6</mml:mn>
<mml:msub>
<mml:mi>&#x3bb;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and only A<sub>0</sub> and S<sub>0</sub> mode waves exist at this frequency thickness product.</p>
<fig id="F10" position="float">
<label>FIGURE 10</label>
<caption>
<p>Dispersion curve of aluminum plate.</p>
</caption>
<graphic xlink:href="fphy-10-909318-g010.tif"/>
</fig>
<p>Second, according to the parity-related diffraction theory and <xref ref-type="disp-formula" rid="e4">Eq. 4</xref>, it is known that for the S<sub>0</sub> mode, <inline-formula id="inf135">
<mml:math id="m143">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3bb;</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>5.6</mml:mn>
<mml:msub>
<mml:mi>&#x3bb;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> in this equation, the maximum diffraction level <inline-formula id="inf136">
<mml:math id="m144">
<mml:mrow>
<mml:mo>-</mml:mo>
<mml:mi>N</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> can only be 0 when <inline-formula id="inf137">
<mml:math id="m145">
<mml:mrow>
<mml:mi>L</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1.1</mml:mn>
<mml:msub>
<mml:mi>&#x3bb;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, and <xref ref-type="disp-formula" rid="e5">Eqs. 5</xref>, <xref ref-type="disp-formula" rid="e6">6</xref> are then rewritten as<disp-formula id="e9">
<mml:math id="m146">
<mml:mrow>
<mml:mi>sin</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>sin</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>0</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mrow>
<mml:mi>J</mml:mi>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>i</mml:mi>
<mml:mi>s</mml:mi>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>o</mml:mi>
<mml:mi>d</mml:mi>
<mml:mi>d</mml:mi>
</mml:mrow>
<mml:mo>)</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(9)</label>
</disp-formula>
<disp-formula id="e10">
<mml:math id="m147">
<mml:mrow>
<mml:mi>sin</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>r</mml:mi>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:mi>sin</mml:mi>
<mml:mo>&#x2061;</mml:mo>
<mml:msub>
<mml:mi>&#x3b8;</mml:mi>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>0</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mrow>
<mml:mo>(</mml:mo>
<mml:mrow>
<mml:mi>J</mml:mi>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>i</mml:mi>
<mml:mi>s</mml:mi>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>e</mml:mi>
<mml:mi>v</mml:mi>
<mml:mi>e</mml:mi>
<mml:mi>n</mml:mi>
</mml:mrow>
<mml:mo>)</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(10)</label>
</disp-formula>
</p>
<p>The above equation shows that the transmission or reflection angle is equal to the incidence angle when the S<sub>0</sub> mode wave at this frequency thickness product is incident in any direction. However, for the A<sub>0</sub> mode wave, when it is incident vertically in the 0&#xb0; direction, it satisfies the classical GSL <xref ref-type="disp-formula" rid="e1">Eq. 1</xref>, with a theoretical transmission angle of 65.4&#xb0;. In order to illustrate the effect of mode separation when Lamb wave field is excited in three cases: 1. A<sub>0</sub> mode (control group) 2. A<sub>0</sub> and a few S<sub>0</sub> modes 3. S<sub>0</sub> and a few A<sub>0</sub> modes, three excitations are selected in this section based on the principle that symmetric (S) and antisymmetric (A) modes are dominated by in-plane and off-plane displacements, respectively: (a) antisymmetric excitation about the <italic>xy</italic> plane (b) symmetric excitation (c) antisymmetric excitation about the <italic>xz</italic> plane, and the schematic diagram is shown in <xref ref-type="fig" rid="F11">Figure 11</xref>.</p>
<fig id="F11" position="float">
<label>FIGURE 11</label>
<caption>
<p>Three types of excitation: <bold>(A)</bold> Antisymmetric excitation about the <italic>xy</italic> plane; <bold>(B)</bold> symmetric excitation; <bold>(C)</bold> antisymmetric excitation about the <italic>xz</italic> plane.</p>
</caption>
<graphic xlink:href="fphy-10-909318-g011.tif"/>
</fig>
<p>Then the first excitation method (a) is chosen, the excitation frequency is selected as 100&#xa0;kHz, the amplitude size is 1&#xa0;mm so that the structure length of the single-cycle metasurface <inline-formula id="inf138">
<mml:math id="m148">
<mml:mrow>
<mml:mi>L</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1.1</mml:mn>
<mml:msub>
<mml:mi>&#x3bb;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>, the number of unit cells <inline-formula id="inf139">
<mml:math id="m149">
<mml:mrow>
<mml:mtext>m</mml:mtext>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>7</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>, <inline-formula id="inf140">
<mml:math id="m150">
<mml:mi>J</mml:mi>
</mml:math>
</inline-formula> is odd, and the rest of the settings remain unchanged, the total displacement wavefield is obtained as shown in <xref ref-type="fig" rid="F12">Figure 12A</xref>, it can be clearly seen that the wavefield contains only a single mode wave. Comparing with the <italic>z</italic>-direction displacement wavefield in figure (b), it can be seen that the total displacement wavefield basically exists only in the z-directional off-plane displacement, and it is judged as A<sub>0</sub> mode according to the wavelength.</p>
<fig id="F12" position="float">
<label>FIGURE 12</label>
<caption>
<p>
<bold>(A)</bold> Total displacement corresponding to the first excitation method (combined plot of displacements in three directions); <bold>(B)</bold> z-directional displacement (off-plane displacement); <bold>(C)</bold> total displacement corresponding to the second excitation method; <bold>(D)</bold> total displacement wavefield corresponding to the third excitation method.</p>
</caption>
<graphic xlink:href="fphy-10-909318-g012.tif"/>
</fig>
<p>Next, the second excitation method (b) is adopted, about z-directional symmetric excitation, which can excite part of the S<sub>0</sub> mode wave. The theoretical analysis in this subsection shows that when the wave is incident at 0&#xb0;, the A<sub>0</sub> wave will transmit at 65.4&#xb0;, while the S<sub>0</sub> wave will maintain 0&#xb0; transmission, and the two transmission directions are different, forming the beam separation phenomenon. The simulation results are shown in <xref ref-type="fig" rid="F12">Figure 12C</xref>, and it can be found that the Lamb wave field in the figure achieves a mode separation phenomenon consistent with the theory, with the shorter wavelength being the A<sub>0</sub> wave and the opposite being the S<sub>0</sub>, and the deflection angle is also consistent with the theoretical prediction.</p>
<p>Finally, the third excitation method is used, which can excite the S<sub>0</sub> mode with mainly in-plane displacement (<italic>y</italic>-direction displacement). The rest of the settings remain unchanged, and only the number of unit cells <inline-formula id="inf141">
<mml:math id="m151">
<mml:mi>m</mml:mi>
</mml:math>
</inline-formula> is changed to 8, <inline-formula id="inf142">
<mml:math id="m152">
<mml:mi>J</mml:mi>
</mml:math>
</inline-formula> is an even number. According to (1.10), most of the energy of the S<sub>0</sub> wave will be reflected, while the A<sub>0</sub> wave is still deflected in the direction of 65.4&#xb0; after passing through the metasurface. The simulation results are shown in <xref ref-type="fig" rid="F12">Figure 12D</xref>, which clearly shows the accuracy of the theoretical prediction and also achieves a more perfect separation of the two modes in Lamb waves.</p>
<p>In conclusion, this section designs this metasurface structure as a simple mode separator based on the parity-related diffraction theory, combined with the difference in the wavelengths of Lamb wave A<sub>0</sub> and S<sub>0</sub> modes. Moreover, a reasonable size can be designed based on the above theory to realize the separation of multiple modal waves of Lamb waves in any direction according to the actual needs.</p>
</sec>
<sec id="s4-3">
<title>4.3 Lamb Waveguide Structure</title>
<p>Similar to the case of S<sub>0</sub> wave propagation in the previous section, it is known from <xref ref-type="disp-formula" rid="e4">Eq. 4</xref> that when <inline-formula id="inf143">
<mml:math id="m153">
<mml:mrow>
<mml:mi>L</mml:mi>
<mml:mo>&#x2264;</mml:mo>
<mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3bb;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>, the higher order diffracted waves of A<sub>0</sub> mode can only be coupled to level 0, the maximum diffraction level <inline-formula id="inf144">
<mml:math id="m154">
<mml:mrow>
<mml:mo>-</mml:mo>
<mml:mi>N</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>0</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>. Therefore, when <inline-formula id="inf145">
<mml:math id="m155">
<mml:mi>m</mml:mi>
</mml:math>
</inline-formula> is odd and even, respectively, the incident wave will also satisfy <xref ref-type="disp-formula" rid="e9">Eqs. 9</xref>, <xref ref-type="disp-formula" rid="e10">10</xref> with the same angular magnitude as the transmitted or reflected wave. Thus, a waveguide structure is designed in this section based on the full-angle total reflection phenomenon in it. This structure not only prevents the wave from leaking out, but also prohibits the wave from transmitting to the inside of the structure from the outside, forming a kind of &#x201c;cage&#x201d; to imprison the wave.</p>
<p>First, set <inline-formula id="inf146">
<mml:math id="m156">
<mml:mrow>
<mml:mi>L</mml:mi>
<mml:mo>&#x2264;</mml:mo>
<mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>&#x3bb;</mml:mi>
<mml:mn>1</mml:mn>
</mml:msub>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>, the number of unit cells <inline-formula id="inf147">
<mml:math id="m157">
<mml:mi>m</mml:mi>
</mml:math>
</inline-formula> to 7, and the rest of the settings remain unchanged. The incident wave angles are still set to 30&#xb0;, 45&#xb0; and 60&#xb0;, and the simulation results are shown in <xref ref-type="fig" rid="F13">Figure 13</xref>. It can be seen that the waves in Figs. (a), (b) and (c) are transmitted at the same angle as the incident direction, which is the same as the results of the theoretical analysis.</p>
<fig id="F13" position="float">
<label>FIGURE 13</label>
<caption>
<p>When the number of unit cells is m &#x3d; 7, the wave field of the incident wave incident at different angles: <bold>(A)</bold> 30&#xb0;; <bold>(B)</bold> 45&#xb0;; <bold>(C)</bold> 60&#xb0;.</p>
</caption>
<graphic xlink:href="fphy-10-909318-g013.tif"/>
</fig>
<p>Then set <inline-formula id="inf148">
<mml:math id="m158">
<mml:mi>m</mml:mi>
</mml:math>
</inline-formula> to 8, and the rest of the settings remain unchanged. The simulation results are shown in <xref ref-type="fig" rid="F14">Figure 14</xref>, and it can be found that the wave fields in Figs. (a), (b) and (c) are exactly as expected from the theory, and total reflection occurs in all of them, and total reflection occurs when the wave is incident at any angle in theory.</p>
<fig id="F14" position="float">
<label>FIGURE 14</label>
<caption>
<p>When the number of unit cells is m &#x3d; 8, the wave field of the incident wave incident at different angles: <bold>(A)</bold> 30&#xb0;; <bold>(B)</bold> 45&#xb0;; <bold>(C)</bold> 60&#xb0;.</p>
</caption>
<graphic xlink:href="fphy-10-909318-g014.tif"/>
</fig>
<p>Based on the above discussion, a waveguide structure is designed by using this total reflection phenomenon. The structure schematic is shown in <xref ref-type="fig" rid="F15">Figure 15A</xref>, which consists of two layers of the metasurface, and the middle range is the waveguide area. A line excitation is applied on the small semicircular edge, and the excitation waves in different directions will reflect back and forth when they encounter the metasurface interface, thus achieving directional propagation. Considering the large amount of computation of the metasurface model, the width of the middle waveguide region is set to be narrower and the length is shorter. The final energy density diagram is shown in <xref ref-type="fig" rid="F15">Figure 15B</xref>. Although the Lamb wave is essentially leak-free, the conduction region is too small, resulting in a difficult to distinguish the wave path when it propagates inside the waveguide. Even so, the idea of using the metasurface as a waveguide structure is still feasible. If the metasurface structure can be simplified and the waveguide region can be designed from straight lines to curves or loops, then better conduction and isolation effects of Lamb waves can be further achieved.</p>
<fig id="F15" position="float">
<label>FIGURE 15</label>
<caption>
<p>
<bold>(A)</bold> Schematic diagram of metasurface waveguide structure; <bold>(B)</bold> energy density diagram of Lamb wave propagating in the waveguide region.</p>
</caption>
<graphic xlink:href="fphy-10-909318-g015.tif"/>
</fig>
</sec>
</sec>
<sec sec-type="conclusion" id="s5">
<title>5 Conclusion</title>
<p>The modified GSL theory is introduced in this paper for the higher-order diffraction phenomena are often neglected in elastic wave metasurfaces. While verifying its correctness by using helical type metasurfaces, a series of acoustic phenomena and applications are also realized by this theory. The details are as follows:</p>
<p>By introducing the concept of phase gradient, and based on the plate - beam elastic wave propagation theory, a helical type metasurface is constructed. It is verified through this structure that the parity-related diffraction theory is still applicable in the field of elastic waves, and the theory is well conformed even when the number of diffraction levels is large.</p>
<p>According to the modified GSL theory, negative refraction and asymmetric transmission at nearly all angles (except 0&#xb0;), separation of symmetric and anti-symmetric modes in Lamb waves, waveguide structure with directional transmission function are designed and realized. It is shown that the theory can not only improve the classical GSL law and play a better guiding significance, but also can realize some special functions in combination with the metasurface structure, which contains great potential for application in the fields of nondestructive testing and vibration noise control.</p>
</sec>
</body>
<back>
<sec id="s6">
<title>Data Availability Statement</title>
<p>The original contributions presented in the study are included in the article/Supplementary Material, further inquiries can be directed to the corresponding author.</p>
</sec>
<sec id="s7">
<title>Author Contributions</title>
<p>HY: Writing&#x2014;original draft, Conceptualization, Methodology, Software, Data curation, Review of writing, editing, Visualization, Investigation. KF: structural scheme design and theoretical model analysis Funding acquisition, Formal analysis, Project administration, Review of writing, editing. RL: Supervision, Validation. JY: Visualization, Validation.</p>
</sec>
<sec id="s8">
<title>Funding</title>
<p>The project was supported by the National Natural Science Foundation of China (Grant no. 11702118), the Natural Science Foundation of Jiangsu Province (Grant no. BK20170520), and the Basic Research Program of Jiangsu Education Department (Grant no. 17KJB130005).</p>
</sec>
<sec sec-type="COI-statement" id="s9">
<title>Conflict of Interest</title>
<p>The authors declare that the research was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.</p>
</sec>
<sec sec-type="disclaimer" id="s10">
<title>Publisher&#x2019;s Note</title>
<p>All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article, or claim that may be made by its manufacturer, is not guaranteed or endorsed by the publisher.</p>
</sec>
<ack>
<p>We acknowledge the National Natural Science Foundation of China and the Natural Science Foundation of Jiangsu Province for their support.</p>
</ack>
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