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<front>
<journal-meta>
<journal-id journal-id-type="publisher-id">Front. Mater.</journal-id>
<journal-title>Frontiers in Materials</journal-title>
<abbrev-journal-title abbrev-type="pubmed">Front. Mater.</abbrev-journal-title>
<issn pub-type="epub">2296-8016</issn>
<publisher>
<publisher-name>Frontiers Media S.A.</publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id pub-id-type="publisher-id">1005615</article-id>
<article-id pub-id-type="doi">10.3389/fmats.2022.1005615</article-id>
<article-categories>
<subj-group subj-group-type="heading">
<subject>Materials</subject>
<subj-group>
<subject>Original Research</subject>
</subj-group>
</subj-group>
</article-categories>
<title-group>
<article-title>Design and modeling of a periodic single-phase sandwich panel for acoustic insulation applications</article-title>
<alt-title alt-title-type="left-running-head">Gazzola et&#xa0;al.</alt-title>
<alt-title alt-title-type="right-running-head">
<ext-link ext-link-type="uri" xlink:href="https://doi.org/10.3389/fmats.2022.1005615">10.3389/fmats.2022.1005615</ext-link>
</alt-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname>Gazzola</surname>
<given-names>Chiara</given-names>
</name>
<uri xlink:href="https://loop.frontiersin.org/people/1972224/overview"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Caverni</surname>
<given-names>Stefano</given-names>
</name>
</contrib>
<contrib contrib-type="author" corresp="yes">
<name>
<surname>Corigliano</surname>
<given-names>Alberto</given-names>
</name>
<xref ref-type="corresp" rid="c001">&#x2a;</xref>
<uri xlink:href="https://loop.frontiersin.org/people/155885/overview"/>
</contrib>
</contrib-group>
<aff>
<institution>Department of Civil and Environmental Engineering</institution>, <institution>Politecnico di Milano</institution>, <addr-line>Milan</addr-line>, <country>Italy</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/141704/overview">Nicola Maria Pugno</ext-link>, University of Trento, Italy</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/1731278/overview">Gianluca Rizzi</ext-link>, Technical University Dortmund, Germany</p>
<p>
<ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/352653/overview">Anastasiia O. Krushynska</ext-link>, University of Groningen, Netherlands</p>
</fn>
<corresp id="c001">&#x2a;Correspondence: Alberto Corigliano, <email>alberto.corigliano@polimi.it</email>
</corresp>
<fn fn-type="other">
<p>This article was submitted to Mechanics of Materials, a section of the journal Frontiers in Materials</p>
</fn>
</author-notes>
<pub-date pub-type="epub">
<day>08</day>
<month>11</month>
<year>2022</year>
</pub-date>
<pub-date pub-type="collection">
<year>2022</year>
</pub-date>
<volume>9</volume>
<elocation-id>1005615</elocation-id>
<history>
<date date-type="received">
<day>28</day>
<month>07</month>
<year>2022</year>
</date>
<date date-type="accepted">
<day>20</day>
<month>10</month>
<year>2022</year>
</date>
</history>
<permissions>
<copyright-statement>Copyright &#xa9; 2022 Gazzola, Caverni and Corigliano.</copyright-statement>
<copyright-year>2022</copyright-year>
<copyright-holder>Gazzola, Caverni and Corigliano</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>Sandwich and composite panels are widely adopted in acoustic applications due to their sound insulation properties that overcome mass-law-based partitions in medium&#x2013;high frequency regions. A key aspect in the design procedure of acoustic panels is the control of the resonance-dominated region of the sound transmission loss (STL) curve. Within that frequency range, such systems usually show acoustic weakness and poor insulation performances with respect to standard single-layer solutions. In the present contribution, we want to highlight an innovative approach to the sandwich partition concept. A novel single-phase sandwich panel is realized by adopting a periodic repetition of a properly designed unit cell. The resulting internal truss structure is self-sustained, and its mechanical stiffness can be tuned to maximize the STL in the resonance-dominated region. A set of parametric analyses is reported to show how the topology of the unit cell affects the noise reduction properties of the panel. Experimental validation is performed on a nylon 3D-printed prototype. The proposed panel is then integrated with some locally resonant elements that can be adopted to further improve the low-frequency STL of the solution. Industrial and production considerations are also taken into account during the design process to make the solution industrially valid with a circular economy focus.</p>
</abstract>
<kwd-group>
<kwd>sandwich panel</kwd>
<kwd>periodic panels</kwd>
<kwd>sound transmission loss</kwd>
<kwd>circular economy</kwd>
<kwd>locally resonant material</kwd>
</kwd-group>
<contract-sponsor id="cn001">Fondazione Cariplo<named-content content-type="fundref-id">10.13039/501100002803</named-content>
</contract-sponsor>
</article-meta>
</front>
<body>
<sec id="s1">
<title>1 Introduction</title>
<p>The widespread adoption of sandwich-like acoustic panels in many sectors and applications is linked to their significant sound insulation performances combined with low weight and good mechanical strength. Mass&#x2013;air&#x2013;mass (MAM) and mass&#x2013;spring&#x2013;mass (MSM) systems overcome single-panel noise reduction performances over a wide frequency range. Multi-layered partitions are, however, characterized by a mass&#x2013;spring&#x2013;mass resonance, where clear weakness in terms of acoustic performances arises. For this reason, such frequency ranges must be considered and rigorously analyzed during the design process. This resonance is strictly related to the stiffness of the multi-layered panel, which is determined by the geometry and material composition of the latter (<xref ref-type="bibr" rid="B12">Isaac&#xa0;et&#xa0;al.,&#xa0;2020</xref>; <xref ref-type="bibr" rid="B26">Zarastvand&#xa0;et&#xa0;al.,&#xa0;2021</xref>).</p>
<p>Different kinds of cores for such panels have been investigated in the recent literature, including air cavities, porous or fibrous materials, honeycomb, truss, or lattice structures. Honeycomb sandwiches are usually adopted in applications where high stiffness, good shock resistance, and low mass are required. However, the latter features usually lead to an increase in noise transmission through the structure (<xref ref-type="bibr" rid="B19">Radestock&#xa0;et&#xa0;al.,&#xa0;2019</xref>). Sandwich panels with truss-core demonstrate interesting dynamic, acoustic, and mechanical properties that strongly depend on the core configuration (e.g., pyramids, tetrahedrons, and hourglass) (<xref ref-type="bibr" rid="B25">Wen-Chao and Chung-Fai,&#xa0;1998</xref>; <xref ref-type="bibr" rid="B23">Wang and Ma,&#xa0;2017</xref>; <xref ref-type="bibr" rid="B17">Qing and Deqing,&#xa0;2018</xref>; <xref ref-type="bibr" rid="B9">Guo&#xa0;et&#xa0;al.,&#xa0;2021</xref>; <xref ref-type="bibr" rid="B24">Wen&#xa0;et&#xa0;al.,&#xa0;2021</xref>).</p>
<p>The design process of the panel&#x27;s internal core is still a point of intense research (<xref ref-type="bibr" rid="B21">Spadoni and Ruzzene,&#xa0;2006</xref>; <xref ref-type="bibr" rid="B20">Shen&#xa0;et&#xa0;al.,&#xa0;2013</xref>; <xref ref-type="bibr" rid="B18">Quinteros&#xa0;et&#xa0;al.,&#xa0;2021</xref>). The main issue remains related to finding an effective compromise between sound insulation performances and the mechanical strength of the panel.</p>
<p>The aim of the present contribution is to propose a new sandwich panel concept with an engineered shape that match significant noise reduction performances and a structure with self-standing properties. The proposed innovative core is a modification of the one proposed by <xref ref-type="bibr" rid="B8">Gazzola&#xa0;et&#xa0;al.&#xa0;(2021)</xref>. It has been designed from the acoustic point of view to not overstiffen the panel and leave to the airgap the main stiffness contribution that defines the system resonance.</p>
<p>A series of parametric analyses have been carried out to optimize the acoustic performances of the sandwich panel in the resonance-dominated region and to define the more promising configuration in terms of internal beam dimensions and the presence of holes dug on the massive elements of the unit cell.</p>
<p>An additional aim of this work is to show further developments that can be implemented to improve the low-frequency performances of the proposed panel with a metamaterial-based approach, coupling its core with locally resonant elements, similar to the strategy proposed by <xref ref-type="bibr" rid="B15">Lin&#xa0;et&#xa0;al.&#xa0;(2016)</xref>, <xref ref-type="bibr" rid="B5">de&#xa0;Melo&#xa0;Filho&#xa0;et&#xa0;al.&#xa0;(2019a</xref>, <xref ref-type="bibr" rid="B7">b)</xref> <xref ref-type="bibr" rid="B6">de&#xa0;Melo&#xa0;Filho&#xa0;et&#xa0;al.&#xa0;(2020)</xref>. Inclusions that act as locally resonant elements are introduced in the panel core, increasing the STL response in the 200&#x2013;250&#xa0;Hz region.</p>
<p>Another point taken into account in the design process is the industrialization of the panel through a circular economy approach. The panel core is conceived as a single-phase structure, which can be entirely produced through the injection molding technique. This makes possible the realization of an acoustic insulating solution entirely made in regenerated plastic material.</p>
<p>The study is structured as follows: the panel unit cell geometry and the numerical design approach are described in <xref ref-type="sec" rid="s2">Section&#xa0;2</xref>. Results of numerical simulations and parametric analyses are reported in <xref ref-type="sec" rid="s3">Section&#xa0;3</xref> as well as the analytical lumped mass model to predict the MSM resonance frequency. In <xref ref-type="sec" rid="s4">Section&#xa0;4</xref>, experimental results and validation of performances of the final selected design on a 3D-printed panel are presented. In <xref ref-type="sec" rid="s5">Section&#xa0;5</xref>, a metamaterial approach for the panel is introduced from the numerical point of view. The proposed solution, i.e., the introduction of local resonators embedded in the unit cell, can be implemented to improve the STL response of the partition in critical parts of the spectrum at low frequencies. Finally, in <xref ref-type="sec" rid="s6">Section&#xa0;6</xref>, conclusions are drawn.</p>
</sec>
<sec sec-type="materials|methods" id="s2">
<title>2 Materials and methods</title>
<p>In this section, a detailed description of the acoustic panel unit cell is presented along with the numerical tools exploited for the SPL estimation.</p>
<sec id="s2-1">
<title>2.1 Acoustic panel geometry</title>
<p>The acoustic panel core is composed of a periodic structure with an in-plane repetition of a primitive cell.</p>
<p>The unit cell geometry is a modification of the one proposed by <xref ref-type="bibr" rid="B8">Gazzola&#xa0;et&#xa0;al.&#xa0;(2021)</xref>. The latter was composed of six massive pyramidal elements connected by a 3D frame and it was designed according to the principle of <italic>separation of modes</italic> (<xref ref-type="bibr" rid="B3">D&#x2019;Alessandro&#xa0;et&#xa0;al.,&#xa0;2017</xref>) to obtain an ultrawide-band gap at low frequencies (<xref ref-type="fig" rid="F1">Figure&#xa0;1</xref>). This ensured that the mechanical modes of the core do not interfere with the acoustic transmission loss performances of the panel. The lumped-parameter model proposed for this configuration showed the needed modifications in the geometry of the unit cell to optimize the STL performance at low frequencies. In particular, it was shown that the massive elements can be redistributed to maximize the lateral mass of the unit cell and minimize the internal one, which does not contribute to the modal mass of the MSM resonance mode. Moreover, the frame stiffness can be further reduced in order to make the mechanical stiffness negligible with respect to the air stiffness. These considerations have been taken into account to propose the innovative unit cell of this contribution.</p>
<fig id="F1" position="float">
<label>FIGURE 1</label>
<caption>
<p>Dispersion diagram of the unit cell proposed in (<xref ref-type="bibr" rid="B8">Gazzola&#xa0;et&#xa0;al.,&#xa0;2021</xref>) with a schematic of the investigated irreducible Brillouin zone. The red dotted lines identify the opening and closing frequencies of the first band gap, respectively, <italic>f</italic>
<sub>
<italic>o</italic>
</sub> &#x3d;&#xa0;184&#xa0;Hz and <italic>f</italic>
<sub>
<italic>c</italic>
</sub> &#x3d;&#xa0;1437&#xa0;Hz. The gap-to-mid-gap ratio is also reported.</p>
</caption>
<graphic xlink:href="fmats-09-1005615-g001.tif"/>
</fig>
<p>The unit cell analyzed here consists of two massive elements (<xref ref-type="fig" rid="F2">Figure&#xa0;2A</xref>) connected by four elastic ligaments placed on a cross-shaped frame that give structural stiffness to the panel (<xref ref-type="fig" rid="F2">Figure&#xa0;2B</xref>). The aforementioned internal core is then integrated with a couple of 3.0&#xa0;mm thick planar elements to create the final acoustic partition (<xref ref-type="fig" rid="F2">Figures&#xa0;2C,D</xref>).</p>
<fig id="F2" position="float">
<label>FIGURE 2</label>
<caption>
<p>Unit cell geometry: <bold>(A)</bold> massive elements connected by <bold>(B)</bold> four ligaments placed on a cross-shaped frame. <bold>(C)</bold> Masses and internal frame assembly and <bold>(D)</bold> complete external view of the unit cell, 60 &#xd7; 60 &#xd7; 46&#xa0;mm.</p>
</caption>
<graphic xlink:href="fmats-09-1005615-g002.tif"/>
</fig>
<p>The working principle of the beam elements has been designed to integrate the geometry proposed by <xref ref-type="bibr" rid="B8">Gazzola&#xa0;et&#xa0;al.&#xa0;(2021)</xref> with industrial and production considerations for plastic injection molding. The flexural behavior of the ligaments, from the dynamic and acoustic point of view, allows playing with an additional degree of freedom in the panel mechanical stiffness definition. At the same time, the panel can be conceived as a monolithic sandwich structure with both massive and ligament elements made of the same material; thus, obtaining a suitable configuration for plastic molding manufacturing.</p>
<p>This type of production approach brings some additional constraints in the definition of the geometry of the unit cell, e.g., undercuts must be avoided and holes are needed in the massive elements to facilitate the cooling process after the molding of the plastic. The unit cell has global dimensions of 60 &#xd7; 60 &#xd7; 46&#xa0;mm. The fundamental geometrical features of the cell are highlighted in <xref ref-type="fig" rid="F2">Figure&#xa0;2</xref>. In particular, <italic>l</italic>
<sub>
<italic>mass</italic>
</sub> &#x3d;&#xa0;0.057&#xa0;<italic>m</italic>, <italic>b</italic>
<sub>
<italic>mass</italic>
</sub> &#x3d;&#xa0;0.016&#xa0;<italic>m</italic>, <italic>h</italic>
<sub>1</sub> &#x3d;&#xa0;<italic>h</italic>
<sub>2</sub> &#x3d;&#xa0;0.0255&#xa0;<italic>m</italic>, <italic>l</italic>
<sub>
<italic>beam</italic>
</sub> &#x3d;&#xa0;0.026&#xa0;<italic>m</italic>, <italic>w</italic>
<sub>1</sub> &#x3d;&#xa0;0.004&#xa0;<italic>m</italic>, <italic>w</italic>
<sub>2</sub> &#x3d;&#xa0;0.002&#xa0;<italic>m</italic>, <italic>d</italic> &#x3d;&#xa0;0.008&#xa0;<italic>m</italic>, and <italic>a</italic> &#x3d;&#xa0;0.060&#xa0;<italic>m</italic>. The material adopted for the prototype and for all the numerical simulations reported in what follows is nylon PA12, characterized by Young&#x2019;s modulus E &#x3d; 1.586&#xa0;GPa, Poisson&#x2019;s ratio <italic>&#x3bd;</italic> &#x3d; 0.4, volumetric mass density <italic>&#x3c1;</italic> &#x3d; 1000&#xa0;kg/m<sup>3</sup>, and loss factor <italic>&#x3b7;</italic> &#x3d; 0.05. This led to an overall partition mass of 26&#xa0;kg/m<sup>2</sup>.</p>
</sec>
<sec id="s2-2">
<title>2.2 Acoustic panel modeling</title>
<p>The sound transmission loss (STL) of the proposed solution is determined numerically by adopting a FEM plane wave model (<xref ref-type="bibr" rid="B14">Langfeldt and Gleine,&#xa0;2019</xref>) implemented in COMSOL Multiphysics v5.6, by coupling the pressure acoustics and structural mechanics modules. As shown in <xref ref-type="fig" rid="F3">Figure&#xa0;3A</xref>, a primitive cell is modeled and the performances of the entire panel are reproduced due to the application of the Bloch&#x2212;Floquet boundary conditions, both at the lateral boundaries of the unit cell (see <xref ref-type="fig" rid="F3">Figure&#xa0;3B</xref>) and at the air domain along the tube.</p>
<fig id="F3" position="float">
<label>FIGURE 3</label>
<caption>
<p>
<bold>(A)</bold> Complete acoustic panel view and identification of the modeled unit cell. <bold>(B)</bold> The plane-wave FEM model for sound transmission loss calculation.</p>
</caption>
<graphic xlink:href="fmats-09-1005615-g003.tif"/>
</fig>
<p>Perfectly matched layers (PMLs) are placed on the tube terminations.</p>
<p>The calculation of STL is computed as follows:<disp-formula id="e1">
<mml:math id="m1">
<mml:mi>S</mml:mi>
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<label>(1)</label>
</disp-formula>with <italic>P</italic>
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<sub>
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</mml:mrow>
</mml:mfenced>
<mml:mi mathvariant="normal">sin</mml:mi>
<mml:mfenced open="(" close=")">
<mml:mrow>
<mml:mi>&#x3b8;</mml:mi>
</mml:mrow>
</mml:mfenced>
<mml:mi>d</mml:mi>
<mml:mi>&#x3b8;</mml:mi>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:mfenced>
<mml:mo>,</mml:mo>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:math>
<label>(2)</label>
</disp-formula>where <italic>T</italic>(<italic>&#x3b8;</italic>) is the transmission coefficient, <italic>&#x3b8;</italic>
<sub>
<italic>lim</italic>
</sub> &#x3d; 90 deg, and <italic>&#x3c3;</italic>
<sub>
<italic>R</italic>,<italic>avg</italic>
</sub> is the averaged geometrical efficiency with its dependency on the incidence angle. A total of eight frequencies in each 1/3 octave band and twenty incidence angles between 0 and 90 degrees are considered. A standard linear viscoelastic behavior is adopted in the FEM model whose results are reported in <xref ref-type="sec" rid="s4">Section&#xa0;4</xref>. The complete formulation of the constitutive law can be found in previous works (<xref ref-type="bibr" rid="B4">D&#x2019;Alessandro&#xa0;et&#xa0;al.,&#xa0;2016</xref>, <xref ref-type="bibr" rid="B2">2019</xref>), while further details about the numerical formulation are reported by <xref ref-type="bibr" rid="B1">Bonfiglio&#xa0;et&#xa0;al.&#xa0;(2016)</xref> and <xref ref-type="bibr" rid="B8">Gazzola&#xa0;et&#xa0;al.&#xa0;(2021)</xref>.</p>
</sec>
</sec>
<sec id="s3">
<title>3 Numerical results</title>
<p>In the following, a set of parametric studies is presented, to show the panel acoustic performances at varying geometrical features of the unit cell. In particular, the effects in terms of STL modifying the geometric dimensions of the elastic frame (<xref ref-type="sec" rid="s3-1">Section&#xa0;3.1</xref>) and the number and position of holes in the massive element (<xref ref-type="sec" rid="s3-2">Section&#xa0;3.2</xref>) are presented. These studies allow us to select the most effective unit cell configuration, which is then exploited to build the prototype for experimental validation. To limit the computational burden, these preliminary simulations are performed adopting a normal incidence model setting <italic>&#x3b8;</italic> &#x3d;&#xa0;0 in the formulation reported in <xref ref-type="sec" rid="s2-2">Section&#xa0;2.2</xref>.</p>
<sec id="s3-1">
<title>3.1 Geometric dimensions of the elastic ligament</title>
<p>One of the main geometrical features that characterize acoustic partition performances is the beam elements dimension. The STL curves by varying the ligaments dimension <italic>w</italic>
<sub>2</sub> (<xref ref-type="fig" rid="F2">Figure&#xa0;2B</xref>) in the range 2.0&#x2013;4.0&#xa0;mm are reported in <xref ref-type="fig" rid="F4">Figure&#xa0;4</xref>. The effect of reducing the thickness of the beam is a progressive shift at a low frequency of the MSM resonance. For <italic>w</italic>
<sub>2</sub> &#x3d; 2.0&#xa0;mm the latter occurs at 187&#xa0;Hz. At medium-high frequency (between 500&#xa0;Hz and 2000&#xa0;Hz), the analysis of the ligaments dimension shows a variation of the second resonance frequency that arises due to the frame flexural mode as shown in <xref ref-type="fig" rid="F5">Figure&#xa0;5</xref>. From the graph presented in <xref ref-type="fig" rid="F4">Figure&#xa0;4</xref> the green STL curve (<italic>w</italic>
<sub>1</sub> &#x3d; 4.0&#xa0;mm and <italic>w</italic>
<sub>2</sub> &#x3d; 2.0&#xa0;mm) is selected to proceed with further analysis of the panel geometry.</p>
<fig id="F4" position="float">
<label>FIGURE 4</label>
<caption>
<p>Sound transmission loss of the panel in 1/3 octave bands at varying beam dimensions.</p>
</caption>
<graphic xlink:href="fmats-09-1005615-g004.tif"/>
</fig>
<fig id="F5" position="float">
<label>FIGURE 5</label>
<caption>
<p>Sound transmission loss of the panel in 1/3 octave bands considering <italic>w</italic>
<sub>1</sub> &#x3d; 4.0&#xa0;mm and <italic>w</italic>
<sub>2</sub> &#x3d; 2.0&#xa0;mm with a focus on the mass&#x2013;spring&#x2013;mass resonance occurring at 187&#xa0;Hz and beam elements mode at 630&#xa0;Hz.</p>
</caption>
<graphic xlink:href="fmats-09-1005615-g005.tif"/>
</fig>
</sec>
<sec id="s3-2">
<title>3.2 Number and positions of holes</title>
<p>As mentioned in <xref ref-type="sec" rid="s2-1">Section&#xa0;2.1</xref>, the geometry of the panel is designed considering the adoption of injection printable recycled materials. For this purpose, the massive elements that compose the panel core need to be holed to facilitate mass production with recycled plastic molding. This technique is adopted in the mold design phase to avoid strong temperature gradients that can lead to permanent deformations on the finite plastic component. The geometry of the panel is hence modified as depicted in <xref ref-type="fig" rid="F6">Figure&#xa0;6</xref>, considering three different configurations of holes for which the printing time is comparable. In the proposed holed configurations the thickness of the massive elements is adjusted to preserve the core mass of the unholed configuration. In all three configurations, the air volume enclosed in the holes is the same to maintain constant stiffness contribution related to the air inside the partition. This will be better highlighted in <xref ref-type="sec" rid="s3-3">Section&#xa0;3.3</xref>.</p>
<fig id="F6" position="float">
<label>FIGURE 6</label>
<caption>
<p>Different holes configuration analyzed: <bold>(A)</bold> four holes configuration, <bold>(B)</bold> sixteen holes configuration, and <bold>(C)</bold> sixty-four holes configuration.</p>
</caption>
<graphic xlink:href="fmats-09-1005615-g006.tif"/>
</fig>
<p>Due to the equivalence in mass and stiffness, the STL curves for the three-holed configurations are superimposed (<xref ref-type="fig" rid="F7">Figure&#xa0;7</xref>). The sixty-four-hole configuration is the one selected for the experimental validation due to a better void distribution on the surfaces of the massive elements.</p>
<fig id="F7" position="float">
<label>FIGURE 7</label>
<caption>
<p>Sound transmission loss of the proposed acoustic partition in 1/3 octave bands at varying hole positions and dimensions.</p>
</caption>
<graphic xlink:href="fmats-09-1005615-g007.tif"/>
</fig>
</sec>
<sec id="s3-3">
<title>3.3 Lumped-parameter model</title>
<p>The mass&#x2013;spring&#x2013;mass resonance frequency which appears at 187&#xa0;Hz (<xref ref-type="fig" rid="F5">Figure&#xa0;5</xref>) can be described by the lumped-parameter model reported in <xref ref-type="fig" rid="F8">Figure&#xa0;8A</xref> following the procedure presented by <xref ref-type="bibr" rid="B8">Gazzola&#xa0;et&#xa0;al.&#xa0;(2021)</xref>. At this resonance, the faceplates and the massive elements (<italic>m</italic>
<sub>1</sub> &#x3d;&#xa0;<italic>m</italic>
<sub>2</sub> &#x3d; 0.0042&#xa0;kg) vibrate at the stiffness of the system, given by the air enclosed in the panel (<italic>k</italic>
<sub>
<italic>a</italic>
</sub>) and by the elastic ligament (<italic>k</italic>
<sub>
<italic>m</italic>
</sub>). The corresponding deformed shapes are reported in <xref ref-type="fig" rid="F8">Figure&#xa0;8B</xref> for the lumped model and in <xref ref-type="fig" rid="F8">Figure&#xa0;8C</xref> for the FEM model.</p>
<fig id="F8" position="float">
<label>FIGURE 8</label>
<caption>
<p>
<bold>(A)</bold> Lumped-parameter model and <bold>(B)</bold> deformed shape corresponding to the mass&#x2013;spring&#x2013;mass resonance at 187&#xa0;Hz of the lumped model and <bold>(C)</bold> of the FEM model.</p>
</caption>
<graphic xlink:href="fmats-09-1005615-g008.tif"/>
</fig>
<p>The air stiffness <italic>k</italic>
<sub>
<italic>a</italic>
</sub> is computed as <italic>BA</italic>
<sub>
<italic>p</italic>
</sub>/<italic>d</italic>
<sub>
<italic>eq</italic>
</sub> &#x3d;&#xa0;24,640&#xa0;N/m. <italic>B</italic> &#x3d;&#xa0;<italic>&#x3c1;</italic>
<sub>0</sub>
<italic>c</italic>
<sup>2</sup> represents the adiabatic bulk modulus of air, <italic>&#x3c1;</italic>
<sub>0</sub> &#x3d;&#xa0;1.225&#xa0;kg/m<sup>3</sup> and <italic>c</italic> &#x3d;&#xa0;340&#xa0;m/s is the air density and the speed of sound considered, respectively. <italic>A</italic>
<sub>
<italic>p</italic>
</sub> &#x3d;&#xa0;0.0036&#xa0;m<sup>2</sup> is the surface area of the unit cell and its equivalent thickness <italic>d</italic>
<sub>
<italic>eq</italic>
</sub> &#x3d;&#xa0;20.7&#xa0;mm is derived by computing the air volume enclosed in one unit cell (<italic>V</italic>
<sub>
<italic>a</italic>
</sub> &#x3d; 7.4484 &#x22c5; 10<sup>&#x2013;5</sup>&#xa0;m<sup>3</sup>) and dividing it by the single unit cell surface (<italic>A</italic>
<sub>
<italic>p</italic>
</sub>).</p>
<p>The eight L-shaped beams of the elastic frame determine the panel&#x27;s structural stiffness. In particular, the bending stiffness of the aforementioned ligaments is calculated considering a clamped&#x2212;clamped beam scheme, whose bending stiffness reads <italic>k</italic>
<sub>
<italic>m</italic>,1<italic>B</italic>
</sub> &#x3d;&#xa0;12<italic>EI</italic>/<italic>l</italic>
<sup>3</sup> &#x3d;&#xa0;3248<italic>N</italic>/<italic>m</italic>, with <inline-formula id="inf1">
<mml:math id="m3">
<mml:mi>I</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>1</mml:mn>
<mml:mo>/</mml:mo>
<mml:mn>12</mml:mn>
<mml:msubsup>
<mml:mrow>
<mml:mi>w</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mrow>
<mml:mn>3</mml:mn>
</mml:mrow>
</mml:msubsup>
<mml:msub>
<mml:mrow>
<mml:mi>w</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:msub>
</mml:math>
</inline-formula> and <italic>l</italic> &#x3d;&#xa0;<italic>l</italic>
<sub>
<italic>beam</italic>
</sub> &#x2212;&#xa0;<italic>w</italic>
<sub>1</sub>/2.</p>
<p>The mechanical stiffness of the four beams forming one-half of the frame is equal to <italic>k</italic>
<sub>
<italic>g</italic>
</sub> &#x3d;&#xa0;4 &#x22c5;&#xa0;<italic>k</italic>
<sub>
<italic>m</italic>
</sub> <sub>1<italic>B</italic>
</sub> &#x3d;&#xa0;12,993&#xa0;N/m. Hence, the stiffness of the whole elastic structure is equal to <italic>k</italic>
<sub>
<italic>m</italic>
</sub> &#x3d;&#xa0;<italic>k</italic>
<sub>
<italic>g</italic>
</sub>/2 &#x3d;&#xa0;6496&#xa0;N/m, being the two grids in a series configuration.</p>
<p>According to D&#x2019;Alambert&#x2019;s principle, the lumped mass systems equation of motion is set as follows:<disp-formula id="equ1">
<mml:math id="m4">
<mml:mfenced open="{" close="">
<mml:mrow>
<mml:mtable class="cases">
<mml:mtr>
<mml:mtd columnalign="left">
<mml:msub>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:msub>
<mml:msub>
<mml:mrow>
<mml:mover accent="true">
<mml:mrow>
<mml:mi>x</mml:mi>
</mml:mrow>
<mml:mo>&#x308;</mml:mo>
</mml:mover>
</mml:mrow>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:msub>
<mml:mo>&#x2b;</mml:mo>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x2b;</mml:mo>
<mml:msub>
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mi>x</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x2b;</mml:mo>
<mml:msub>
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mi>x</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>0</mml:mn>
<mml:mo>,</mml:mo>
<mml:mspace width="1em"/>
<mml:mtext>for</mml:mtext>
<mml:mspace width="0.28em"/>
<mml:msub>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:msub>
<mml:mspace width="2em"/>
<mml:mspace width="1em"/>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mn>3</mml:mn>
<mml:mtext>a</mml:mtext>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:mspace width="1em"/>
</mml:mtd>
</mml:mtr>
<mml:mtr>
<mml:mtd columnalign="left">
<mml:msub>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:msub>
<mml:msub>
<mml:mrow>
<mml:mover accent="true">
<mml:mrow>
<mml:mi>x</mml:mi>
</mml:mrow>
<mml:mo>&#x308;</mml:mo>
</mml:mover>
</mml:mrow>
<mml:mrow>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:msub>
<mml:mo>&#x2b;</mml:mo>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x2b;</mml:mo>
<mml:msub>
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mi>x</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:msub>
<mml:mo>&#x2212;</mml:mo>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x2b;</mml:mo>
<mml:msub>
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mi>x</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>0</mml:mn>
<mml:mo>,</mml:mo>
<mml:mspace width="1em"/>
<mml:mtext>for</mml:mtext>
<mml:mspace width="0.28em"/>
<mml:msub>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:msub>
<mml:mspace width="2em"/>
<mml:mspace width="1em"/>
<mml:mrow>
<mml:mo stretchy="false">(</mml:mo>
<mml:mrow>
<mml:mn>3</mml:mn>
<mml:mtext>b</mml:mtext>
</mml:mrow>
<mml:mo stretchy="false">)</mml:mo>
</mml:mrow>
<mml:mo>.</mml:mo>
<mml:mspace width="1em"/>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:mfenced>
</mml:math>
</disp-formula>
</p>
<p>The harmonic motion hypothesis is considered to introduce <italic>x</italic> &#x3d;&#xa0;<italic>Xe</italic>
<sup>
<italic>i&#x3c9;t</italic>
</sup> to solve the linear eigenvalue problem. The MSM resonance predicted by the lumped model is equal to 189&#xa0;Hz (&#x2b;1% with respect to the FEM prediction).</p>
<p>The same frequency can be predicted starting from the MAM formula for a standard double-leaf partition, which reads as follows (<xref ref-type="bibr" rid="B16">Norton and Karczub,&#xa0;2010</xref>; <xref ref-type="bibr" rid="B5">de&#xa0;Melo&#xa0;Filho&#xa0;et&#xa0;al.,&#xa0;2019a</xref>):<disp-formula id="e4">
<mml:math id="m5">
<mml:msub>
<mml:mrow>
<mml:mi>f</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mi mathvariant="italic">MAM</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:mi>&#x3c0;</mml:mi>
</mml:mrow>
</mml:mfrac>
<mml:msqrt>
<mml:mrow>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mi>&#x3c1;</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>0</mml:mn>
</mml:mrow>
</mml:msub>
<mml:msup>
<mml:mrow>
<mml:mi>c</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:msup>
</mml:mrow>
<mml:mrow>
<mml:mi>d</mml:mi>
</mml:mrow>
</mml:mfrac>
<mml:mfrac>
<mml:mrow>
<mml:msubsup>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mrow>
<mml:mo>&#x2032;</mml:mo>
</mml:mrow>
</mml:msubsup>
<mml:mo>&#x2b;</mml:mo>
<mml:msubsup>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>2</mml:mn>
</mml:mrow>
<mml:mrow>
<mml:mo>&#x2032;</mml:mo>
</mml:mrow>
</mml:msubsup>
</mml:mrow>
<mml:mrow>
<mml:msubsup>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mrow>
<mml:mo>&#x2032;</mml:mo>
</mml:mrow>
</mml:msubsup>
<mml:msubsup>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>2</mml:mn>
</mml:mrow>
<mml:mrow>
<mml:mo>&#x2032;</mml:mo>
</mml:mrow>
</mml:msubsup>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:msqrt>
<mml:mo>,</mml:mo>
</mml:math>
<label>(4)</label>
</disp-formula>where <inline-formula id="inf2">
<mml:math id="m6">
<mml:msubsup>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mi>i</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mo>&#x2032;</mml:mo>
</mml:mrow>
</mml:msubsup>
</mml:math>
</inline-formula> is the areal weight of the <italic>i</italic>-th wall leaf and <italic>d</italic> is the airgap distance between the closing panels. Considering the definition of <italic>k</italic>
<sub>
<italic>a</italic>
</sub>, the aforementioned formula can be reinterpreted as follows:<disp-formula id="e5">
<mml:math id="m7">
<mml:msub>
<mml:mrow>
<mml:mi>f</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mi mathvariant="italic">MAM</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:mi>&#x3c0;</mml:mi>
</mml:mrow>
</mml:mfrac>
<mml:msqrt>
<mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:msub>
<mml:mo>&#x2b;</mml:mo>
<mml:msub>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:msub>
<mml:msub>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:msqrt>
<mml:mo>,</mml:mo>
</mml:math>
<label>(5)</label>
</disp-formula>with <italic>m</italic>
<sub>
<italic>i</italic>
</sub> the mass of the <italic>i-</italic>th wall leaf. For the panel under investigation, there is also the stiffness contribution of the elastic frame, the MSM resonance can then be determined as follows:<disp-formula id="e6">
<mml:math id="m8">
<mml:msub>
<mml:mrow>
<mml:mi>f</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mi mathvariant="italic">MAM</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:mi>&#x3c0;</mml:mi>
</mml:mrow>
</mml:mfrac>
<mml:msqrt>
<mml:mrow>
<mml:mfenced open="(" close=")">
<mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x2b;</mml:mo>
<mml:msub>
<mml:mrow>
<mml:mi>k</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfenced>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:msub>
<mml:mo>&#x2b;</mml:mo>
<mml:msub>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:msub>
<mml:msub>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:msqrt>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>189</mml:mn>
<mml:mi>H</mml:mi>
<mml:mi>z</mml:mi>
<mml:mo>.</mml:mo>
</mml:math>
<label>(6)</label>
</disp-formula>
</p>
<p>It is worth mentioning that mechanical stiffness represents only 20% of the total stiffness.</p>
</sec>
</sec>
<sec id="s4">
<title>4 Experimental results</title>
<p>In this section, the final comparison between the tested 3D-printed prototype and the complete numerical analysis of the panel is shown. The numerical STL curve is determined through the complete diffuse field FEM model presented in <xref ref-type="sec" rid="s2-2">Section&#xa0;2.2</xref> considering <italic>&#x3b8;</italic> varying through twenty incidence angles between 0 and 90&#xb0; and eight frequencies for a 1/3 octave band.</p>
<p>The experimental acoustic sound insulation of the panel is determined through a measurements campaign on a 3D-printed prototype in nylon PA12. The panel consists of 12 &#xd7; 12 &#xd7; 1 unit cells that result in a total dimension of 800 &#xd7; 800 &#xd7; 46&#xa0;mm. A unit cell detailed view is depicted in <xref ref-type="fig" rid="F9">Figure&#xa0;9C</xref>. Due to SLS 3D printing technology, the whole unit cell is printed together (front panel, back panel, and core) avoiding the assembly procedure.</p>
<fig id="F9" position="float">
<label>FIGURE 9</label>
<caption>
<p>
<bold>(A)</bold> Acoustic panel mounted and sealed on the test window, <bold>(B)</bold> reverberant room view, and <bold>(C)</bold> prototype unit cell detail.</p>
</caption>
<graphic xlink:href="fmats-09-1005615-g009.tif"/>
</fig>
<p>The panel prototype has been characterized in a coupled chambers laboratory (<xref ref-type="fig" rid="F9">Figure&#xa0;9B</xref>) and STL has been determined. Mastic sealing was arranged on the panel boundaries during the installation on the window between the reverberant and the hemi-anechoic chamber (see <xref ref-type="fig" rid="F9">Figure&#xa0;9A</xref>). The total volume of the reverberant room is 252&#xa0;m<sup>3</sup> and a tetrahedral source of the type Genelec 8351A is adopted. A total of six microphones <italic>B&#x26;K</italic> 1/4&#x201d; type 4135 for sound pressure measurements in the source room are exploited, while the sound power in the receiving room is measured by means of a <italic>B&#x26;K</italic> sound intensity PP probe type 2681. The good agreement reached between the experimental test and the complete diffuse field model is shown in <xref ref-type="fig" rid="F10">Figure&#xa0;10</xref>.</p>
<fig id="F10" position="float">
<label>FIGURE 10</label>
<caption>
<p>Comparison between the numerical STL curve determined through the diffuse field FEM model and experimental STL curve performed in the double-chamber lab.</p>
</caption>
<graphic xlink:href="fmats-09-1005615-g010.tif"/>
</fig>
</sec>
<sec id="s5">
<title>5 Metasolution and locally resonant elements</title>
<p>The purpose of this section is to give an idea of the potentiality that a single-phase sandwich partition can obtain in terms of transmission loss improvement if coupled with the metamaterial concept of locally resonant inclusions.</p>
<p>As mentioned in <xref ref-type="sec" rid="s1">Section&#xa0;1</xref>, MSM panels show performances that exceed the sound insulation power of a common mass-law-based partition, especially in the medium&#x2212;high frequency range. The resonance of the MSM system, however, results in a dip, in this case set to 187&#xa0;Hz (<xref ref-type="fig" rid="F5">Figure&#xa0;5</xref>), where the STL has its minimum value. For this reason, effective solutions based on locally resonant metamaterials principle to improve sandwich panels insulation at their resonance frequency are extensively present in the recent literature (<xref ref-type="bibr" rid="B15">Lin&#xa0;et&#xa0;al.,&#xa0;2016</xref>; <xref ref-type="bibr" rid="B5">de&#xa0;Melo&#xa0;Filho&#xa0;et&#xa0;al.,&#xa0;2019a</xref>,<xref ref-type="bibr" rid="B7">b</xref>, <xref ref-type="bibr" rid="B6">2020</xref>).</p>
<p>Coherently with the design process followed in the previous sections, a resonant element design embedded in the partition geometry is proposed. The massive elements that compose the panel core can be modified to maintain the injection moldable configuration, which is a key aspect of industrial production. The hosted resonant elements are, hence, designed by tuning their own frequency with the one of the MSM system.</p>
<p>Resonators are composed of a beam element, linked to the main body of the unit cell and a cylindrical massive part (<xref ref-type="fig" rid="F11">Figures 11A,B</xref>). The following dimensions are adopted: <italic>d</italic>
<sub>
<italic>mass</italic>
</sub> &#x3d;&#xa0;0.014&#xa0;<italic>m</italic>, <italic>h</italic>
<sub>
<italic>mass</italic>
</sub> &#x3d;&#xa0;0.014&#xa0;<italic>m</italic>, <italic>l</italic>
<sub>
<italic>beam</italic>
</sub> &#x3d;&#xa0;0.003&#xa0;<italic>m</italic>, <italic>h</italic>
<sub>
<italic>beam</italic>
</sub> &#x3d;&#xa0;0.0015&#xa0;<italic>m</italic>, and <italic>w</italic>
<sub>
<italic>beam</italic>
</sub> &#x3d;&#xa0;0.003&#xa0;<italic>m</italic> (see <xref ref-type="fig" rid="F11">Figure&#xa0;11C</xref>). The overall mass of the partition has been maintained at 26&#xa0;kg/m<sup>2</sup> with the resonator&#x27;s mass set to 5&#xa0;kg/m<sup>2</sup> (<italic>m</italic>
<sub>
<italic>res</italic>
</sub>/<italic>M</italic>
<sub>
<italic>tot</italic>
</sub> &#x3d;&#xa0;19%).</p>
<fig id="F11" position="float">
<label>FIGURE 11</label>
<caption>
<p>Unit cell view of the locally resonant hosting configuration. <bold>(A)</bold> Front view, <bold>(B)</bold> lateral view, and <bold>(C)</bold> resonator geometry detail and the first flexural eigenmode.</p>
</caption>
<graphic xlink:href="fmats-09-1005615-g011.tif"/>
</fig>
<p>
<xref ref-type="fig" rid="F12">Figure&#xa0;12</xref> highlights the improvement in correspondence of the MSM dip of the baseline system due to the introduction of the locally resonant element. The STL dips before and after the peak are due to the creation of two new mass&#x2013;spring&#x2013;mass resonances in the metamaterial double panel, as highlighted by <xref ref-type="bibr" rid="B5">de&#xa0;Melo&#xa0;Filho&#xa0;et&#xa0;al.&#xa0;(2019a</xref>, <xref ref-type="bibr" rid="B6">2020)</xref>. Hence, the proposed metasolution provides a narrow-band STL improvement through a tunable STL peak, at the expense of the two dips.</p>
<fig id="F12" position="float">
<label>FIGURE 12</label>
<caption>
<p>Normal incidence transmission loss comparison in 1/3 octave bands between the baseline configuration and resonator hosting configuration.</p>
</caption>
<graphic xlink:href="fmats-09-1005615-g012.tif"/>
</fig>
<p>In the recent literature, different strategies were proposed to broaden the attenuation frequency range. <xref ref-type="bibr" rid="B22">Van&#xa0;Belle&#xa0;et&#xa0;al.&#xa0;(2019)</xref> showed that the increase in the damping of the resonator can improve the STL dips; however, it also reduces the STL peak performance. <xref ref-type="bibr" rid="B13">Janssen&#xa0;et&#xa0;al.&#xa0;(2021)</xref>; <xref ref-type="bibr" rid="B10">Hall&#xa0;et&#xa0;al.&#xa0;(2020</xref>, <xref ref-type="bibr" rid="B11">2021)</xref> demonstrated that an effective approach to reduce the insulation dips, while preserving the peak performance, is to exploit a set of different resonators with closely spaced resonance frequencies. These design strategies will be taken into account for the future optimization of the metapartition.</p>
</sec>
<sec sec-type="conclusion" id="s6">
<title>6 Conclusion</title>
<p>The present contribution describes in detail the study, design, fabrication, and experimental performances of an innovative acoustic sandwich panel. The peculiarity of the proposed geometry is the internal core, an in-plane repetition of multiple engineered unit cells, coupled with two closing plane panels. The unit cell is composed of two principal massive elements supported by a frame of beams.</p>
<p>Such a panel core is numerically and experimentally analyzed to give the partition a self-sustaining capability and optimized sound insulation performances. In particular, the frame has been designed from the acoustic point of view to not overstiffen the panel and leave to the airgap the main stiffness contribution that defines the system MSM resonance, which is accurately predicted by the lumped-parameter model proposed.</p>
<p>During the entire design process, considerations about solution production <italic>via</italic> plastic injection molding have been taken into account. The acoustic transmission loss performances are validated by an experimental campaign on a 3D-printed nylon prototype, showing a good agreement between the proposed numerical impedance tube model and the sound insulation measured in the double chamber lab.</p>
<p>The last section introduces a further step in the optimization process of the panel explaining how the unit cell can be easily coupled with properly tuned locally resonant elements to improve the low-frequency STL in correspondence with the MSM resonance. A more detailed investigation of this metasolution, including the experimental verification that for this unit cell configuration the residual stresses induced by the cooling process do not affect the acoustic performances of the panel, will be the object of future work.</p>
</sec>
</body>
<back>
<sec sec-type="data-availability" id="s7">
<title>Data availability statement</title>
<p>The raw data supporting the conclusion of this article will be made available by the authors, without undue reservation.</p>
</sec>
<sec id="s8">
<title>Author contributions</title>
<p>Conceptualization, methodology, and validation: CG and SC; writing&#x2014;original draft preparation and figures preparation: CG and SC; writing&#x2014;review and editing: SC, CG, and AC; supervision: AC; and funding acquisition: AC. All authors have read and agreed to the published version of the manuscript.</p>
</sec>
<sec id="s9">
<title>Funding</title>
<p>The authors acknowledge the contribution of Fondazione Cariplo. The research was carried out within the framework of Project &#x201c;2018-1743 META-matErials as new teChnOlogy for high performing acoustic InSulatiOn paneLs, made of end of life MATerials.&#x201d;</p>
</sec>
<ack>
<p>The authors would like to thank Materiacustica S.r.l. and Paolo Bonfiglio for their precious support during the experimental tests.</p>
</ack>
<sec sec-type="COI-statement" id="s10">
<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="s11">
<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>
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