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<article article-type="research-article" dtd-version="1.1" xml:lang="en" xmlns:ali="http://www.niso.org/schemas/ali/1.0/" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance">
	<front>
		<journal-meta>
			<journal-id journal-id-type="publisher-id">MC</journal-id>
			<journal-title-group>
				<journal-title>Materiales de Construcci&#xf3;n</journal-title>
				<abbrev-journal-title abbrev-type="publisher">Mater. construcc.</abbrev-journal-title>
			</journal-title-group>
			<issn publication-format="electronic">1988-3226</issn>
			<issn-l>0465-2746</issn-l>
			<publisher>
				<publisher-name>Consejo Superior de Investigaciones Cient&#xed;ficas</publisher-name>
			</publisher>
		</journal-meta>
		<article-meta>
			<article-id pub-id-type="publisher-id">mc.2023.299322</article-id>
			<article-id pub-id-type="doi">10.3989/mc.2023.299322</article-id>
			<article-categories>
				<subj-group subj-group-type="heading">
					<subject>Art&#xed;culos</subject>
				</subj-group>
			</article-categories>
			<title-group>
				<article-title>Parameters of thermal performance of plaster blocks: Experimental analysis</article-title>
				<trans-title-group xml:lang="es">
					<trans-title>Par&#xe1;metros del comportamiento t&#xe9;rmico de bloques de yeso: an&#xe1;lisis experimental</trans-title>
				</trans-title-group>
			</title-group>
			<contrib-group>
				<contrib contrib-type="author">
					<contrib-id contrib-id-type="orcid">https://orcid.org/0000-0003-3912-111X</contrib-id>
					<name>
						<surname>Batista</surname>
						<given-names>P.I.B.</given-names>
					</name>
					<aff id="aff1"><institution>University of Pernambuco</institution>, (<addr-line>Recife</addr-line>, <country>Brazil</country>)</aff>
					<role content-type="http://credit.niso.org/contributor-roles/conceptualization/">Conceptualization</role>
					<role content-type="http://credit.niso.org/contributor-roles/data-curation/">Data curation</role> 
					<role content-type="http://credit.niso.org/contributor-roles/formal-analysis/">Formal analysis</role> 
					<role content-type="http://credit.niso.org/contributor-roles/investigation/">Investigation</role> 
					<role content-type="http://credit.niso.org/contributor-roles/methodology/">Methodology</role> 
					<role content-type="http://credit.niso.org/contributor-roles/validation/">Validation</role> 
					<role content-type="http://credit.niso.org/contributor-roles/visualization/">Visualization</role> 
					<role content-type="http://credit.niso.org/contributor-roles/writing-original-draft/">Writing, original draft</role> 
					<role content-type="http://credit.niso.org/contributor-roles/writing-review-editing/">Writing, review &amp; editing</role>
				</contrib>
				<contrib contrib-type="author" corresp="yes">
					<contrib-id contrib-id-type="orcid">https://orcid.org/0000-0002-3383-6379</contrib-id>
					<name>
						<surname>Rocha</surname>
						<given-names>J.H.A.</given-names>
					</name>
					<email xlink:href="joaquin.rocha@coc.ufrj.br">joaquin.rocha@coc.ufrj.br</email>
					<aff id="aff2"><institution>Federal University of Rio de Janeiro</institution>, (<addr-line>Rio de Janeiro</addr-line>, <country>Brazil</country>)</aff>
					<role content-type="http://credit.niso.org/contributor-roles/formal-analysis/">Formal analysis</role> 
					<role content-type="http://credit.niso.org/contributor-roles/investigation/">Investigation</role> 
					<role content-type="http://credit.niso.org/contributor-roles/methodology/">Methodology</role> 
					<role content-type="http://credit.niso.org/contributor-roles/validation/">Validation</role> 
					<role content-type="http://credit.niso.org/contributor-roles/visualization/">Visualization</role> 
					<role content-type="http://credit.niso.org/contributor-roles/writing-original-draft/">Writing, original draft</role> 
					<role content-type="http://credit.niso.org/contributor-roles/writing-review-editing/">Writing, review &amp; editing</role>
				</contrib>
				<contrib contrib-type="author">
					<contrib-id contrib-id-type="orcid">https://orcid.org/0000-0003-1907-415X</contrib-id>
					<name>
						<surname>P&#xf3;voas</surname>
						<given-names>Y.V.</given-names>
					</name>
					<aff id="aff3"><institution>University of Pernambuco</institution>, (<addr-line>Recife</addr-line>, <country>Brazil</country>)</aff>
					<role content-type="http://credit.niso.org/contributor-roles/methodology/">Methodology</role> 
					<role content-type="http://credit.niso.org/contributor-roles/project-administration/">Project administration</role> 
					<role content-type="http://credit.niso.org/contributor-roles/resources/">Resources</role> 
					<role content-type="http://credit.niso.org/contributor-roles/visualization/">Visualization</role> 
					<role content-type="http://credit.niso.org/contributor-roles/writing-review-editing/">Writing, review &amp; editing</role>
				</contrib>
			</contrib-group>
			<pub-date pub-type="epub">
				<day>19</day>
				<month>04</month>
				<year>2023</year>
			</pub-date>
			<pub-date pub-type="collection">
				<month>06</month>
				<year>2023</year>
			</pub-date>
			<volume>73</volume>
			<issue>350</issue>
			<elocation-id>e314</elocation-id>
			<history>
				<date date-type="received">
					<day>04</day>
					<month>08</month>
					<year>2022</year>
				</date>
				<date date-type="accepted">
					<day>31</day>
					<month>12</month>
					<year>2022</year>
				</date>
				<date date-type="pub">
					<day>24</day>
					<month>05</month>
					<year>2023</year>
				</date>
			</history>
			<permissions>
				<copyright-statement>&#xa9;2023 CSIC</copyright-statement>
				<copyright-year>2023</copyright-year>
				<license license-type="open-access" xlink:href="https://creativecommons.org/licenses/by/4.0/">
					<license-p>This is an open-access article distributed under the terms of the Creative Commons Attribution 4.0 International (CC BY 4.0) License.</license-p>
				</license>
			</permissions>
			<self-uri xlink:href="http://materconstrucc.revistas.csic.es/index.php/materconstrucc/article/view/XXXX/XXXX"/>
			<abstract>
				<title>Abstract</title>
				<p>This work aims to obtain parameters of thermal performance of various types of plaster blocks for vertical sealing. The methodology consisted of making test elements with 8 types of plaster blocks, in addition to plasterboard of different densities. Thermal resistance, transmittance, capacity, and delay were calculated, according to the Brazilian standard NBR 15220. Thermal behavior tests were carried out with controlled heating through a heat source, digital thermometer, infrared thermography, and an instrumented thermal chamber developed for this work. The experimental results corroborated with the trend indicated by the calculated parameters. The massive and hollow blocks of 100 mm had the best results followed by the 76 mm hollow blocks. The 50- and 70-mm massive blocks were among those with the worst thermal behavior. The study through the thermal chamber and real test elements associated with the normative methods allowed the practical verification regarding the thermal behavior of the components.</p>
			</abstract>
			<trans-abstract xml:lang="es">
				<title>Resumen</title>
				<p>Este trabajo tiene como objetivo obtener par&#xe1;metros de desempe&#xf1;o t&#xe9;rmico de varios tipos de bloques de yeso para sellado vertical. La metodolog&#xed;a consisti&#xf3; en realizar elementos de prueba con 8 tipos de bloques de yeso, adem&#xe1;s de placas de yeso laminado de diferentes densidades. Se calcularon la resistencia t&#xe9;rmica, la transmitancia, la capacidad y el retardo, de acuerdo con la norma brasile&#xf1;a NBR 15220. Se realizaron pruebas de comportamiento t&#xe9;rmico con calentamiento controlado a trav&#xe9;s de una fuente de calor, term&#xf3;metro digital, termograf&#xed;a infrarroja y una c&#xe1;mara t&#xe9;rmica instrumentada desarrollada para este trabajo. Los resultados experimentales corroboraron la tendencia indicada por los par&#xe1;metros calculados. Los bloques macizos y huecos de 100 mm presentaron los mejores resultados seguidos de los bloques huecos de 76 mm. Los bloques macizos de 50 y 70 mm estaban entre los de peor comportamiento t&#xe9;rmico. El estudio con c&#xe1;mara t&#xe9;rmica y elementos de prueba reales asociados a los m&#xe9;todos normativos permiti&#xf3; la verificaci&#xf3;n pr&#xe1;ctica en cuanto al comportamiento t&#xe9;rmico de los componentes.</p>
			</trans-abstract>
			<kwd-group>
				<kwd>Plaster block</kwd>
				<kwd>Thermal chamber</kwd>
				<kwd>NBR 15220</kwd>
				<kwd>Infrared thermography</kwd>
			</kwd-group>
			<kwd-group xml:lang="es">
				<kwd>Bloque de yeso</kwd>
				<kwd>C&#xe1;mara t&#xe9;rmica</kwd>
				<kwd>NBR 15220</kwd>
				<kwd>Termograf&#xed;a infrarroja</kwd>
			</kwd-group>
			<counts>
				<fig-count count="13"/>
				<table-count count="7"/>
				<equation-count count="5"/>
				<ref-count count="78"/>
				<page-count count="16"/>
			</counts>
		</article-meta>
	</front>
	<body>
		<sec id="sec1" sec-type="intro">
			<label>1.</label>
			<title>Introduction</title>
			<p>In recent years, Brazil has followed the global trend of modernization and improvement in the construction industry, including in terms of thermal performance. Through a new standardization to verify the performance of residential buildings, the Brazilian construction industry enters a new regulatory level that will require new technologies to optimize the results of its products and services. In the European Union, the regulations aim at the construction of energy efficient buildings to improve people&#x2019;s quality of life and generate additional benefits to the economy and society (<xref ref-type="bibr" rid="B1">1</xref>).</p>
			<p>The interaction of the building with the environment in which it is located is important to fully meet the needs of users through the optimization of its functionalities. Accurate knowledge of the properties and thermal behavior in building elements under typical conditions is essential for innovative products and techniques. It may optimize current projects and produce more accurate data for the cost-benefit analysis for future projects (<xref ref-type="bibr" rid="B2 B3 B4 B5">2-5</xref>).</p>
			<p>Ascione et al. (<xref ref-type="bibr" rid="B6">6</xref>) highlight that the use and development of construction components characterized by values of thermal transmittance, thermal capacity, and radiative properties is a key strategy for reducing the need for energy for microclimate control. The thermal behavior of a building has intervening factors: the climate, thermal physiology of the users, and even the processes of heat transmission, which are directly linked to the building elements, especially floors, roofs, and facades (<xref ref-type="bibr" rid="B7 B8 B9">7-9</xref>).</p>
			<p>According to Pereira (<xref ref-type="bibr" rid="B10">10</xref>), the quality of a building is no longer assessed by looking only at architectural, structural, or installation projects. The comfort component of users is increasingly demanded both by the users themselves and by councils and supervisory bodies, especially through rules and regulations (<xref ref-type="bibr" rid="B11">11</xref>). According to Aguilera et al. (<xref ref-type="bibr" rid="B12">12</xref>), the current century will be one of energy efficiency in buildings, as shown by the appearance of many national and international guidelines in recent years, such as the European 20/20/20 objectives, in which a 20% reduction in the energy consumption in buildings is established for the year 2020. In this sense, the European Commission in 2021, to promote the energy efficiency of buildings, established a review of the Energy Performance of Buildings Directive (EPBD), proposing a regulatory framework. This improvement includes five general EPB standards: a) ISO 52000-1 (<xref ref-type="bibr" rid="B13">13</xref>), is the general framework of EPB evaluation; b) ISO 52003-1 (<xref ref-type="bibr" rid="B14">14</xref>), information for processing the results of the EPB standards, resulting into general and partial indicators; c) ISO 52010-1 (<xref ref-type="bibr" rid="B15">15</xref>), procedures for evaluation of climatic data; d) ISO 52016-1 (<xref ref-type="bibr" rid="B16">16</xref>), guidelines for calculating temperatures and energy needs, and e) ISO 52018-1 (<xref ref-type="bibr" rid="B17">17</xref>), description of the indicators for specific EPB requirements.</p>
			<p>Tubelo et al. (<xref ref-type="bibr" rid="B18">18</xref>) as well as Bogo (<xref ref-type="bibr" rid="B19">19</xref>) affirm that the advances in norms, regulations, and patterns of energy use have an important role to play in supporting the construction of superior quality houses, which are more thermally comfortable and economical power. The Brazilian mandatory legal standards NBR 15220 (<xref ref-type="bibr" rid="B20">20</xref>) and NBR 15575 (<xref ref-type="bibr" rid="B21">21</xref>), and, in an informative way, the Technical Quality Regulation for the Energy Efficiency Level Residential Buildings (RTQ-R) (<xref ref-type="bibr" rid="B22">22</xref>), are the support legal instruments in Brazil.</p>
			<p>Two normative procedures are established by NBR 15575 (<xref ref-type="bibr" rid="B21">21</xref>): the simplified and computer simulation method. The first consists of calculating and observing parameters of the thermal behavior of the systems and comparing them with the minimum allowable values. The second procedure should be used if the building does not meet the requirements of the simplified method (minimum performance) or if it is desired to achieve intermediate and higher performance (<xref ref-type="bibr" rid="B21">21</xref>, <xref ref-type="bibr" rid="B23">23</xref>, <xref ref-type="bibr" rid="B24">24</xref>). In addition to these procedures, there is the experimental measurement method where measurements are made on buildings or prototypes built.</p>
			<p>Experimental studies of construction elements, especially vertical sealing blocks, have been carried out to evaluate their thermal properties (<xref ref-type="bibr" rid="B25 B26 B27 B28 B29 B30 B31 B32 B33">25-33</xref>). The use of thermal chambers that simulate the environments in a thermal gradient assesses the behavior of the components experimentally. It is a practical method that has shown significant results, especially for the comparison of components of different materials, such as ceramic and concrete blocks with substitution of fine aggregates by residues of Ethyl Vinyl Acetate from the shoe industry (<xref ref-type="bibr" rid="B30">30</xref>). For clay bricks, Allam et al. (<xref ref-type="bibr" rid="B31">31</xref>) developed a thermal chamber and performed heat and humidity flow tests based on the control and reproduction of various environmental conditions. Specht et al. (<xref ref-type="bibr" rid="B28">28</xref>) built a chamber to test prototypes of walls and perform, in parallel, mathematical simulations to evaluate the experimental results on the heat flow to walls of different materials.</p>
			<p>Infrared thermography is not yet an established method for assessing the performance and thermal behavior of buildings and is not present in the relevant Brazilian standards NBR 15220 (<xref ref-type="bibr" rid="B20">20</xref>) and NBR 15575 (<xref ref-type="bibr" rid="B21">21</xref>). However, some studies verify the potential of the use of thermography (<xref ref-type="bibr" rid="B6">6</xref>, <xref ref-type="bibr" rid="B10">10</xref>, <xref ref-type="bibr" rid="B12">12</xref>, <xref ref-type="bibr" rid="B23">23</xref>, <xref ref-type="bibr" rid="B32 B33 B34 B35 B36 B37 B38 B39">32-39</xref>), both (a) for measuring parameters of thermal properties for the elements and the building, and (b) to find problems related to thermal bridges and the overall performance of the building.</p>
			<p>A thermal performance study is critical for construction sector, especially in developing countries where more energy may be consumed than in developed countries (<xref ref-type="bibr" rid="B40">40</xref>). However, a unique method to evaluate thermal performance in plaster composite materials is unavailable. In this context, ways to measure and estimate thermal properties in plaster composite materials have been proposed by literature (<xref ref-type="bibr" rid="B41 B42 B43 B44">41-44</xref>). Those studies have suggested using thermal chambers (<xref ref-type="bibr" rid="B45">45</xref>, <xref ref-type="bibr" rid="B46">46</xref>), specific equipment (<xref ref-type="bibr" rid="B47 B48 B49">47-49</xref>) and infrared thermography (<xref ref-type="bibr" rid="B50">50</xref>). As mentioned by Batista (<xref ref-type="bibr" rid="B51">51</xref>), there is a small amount of research that considers the plaster block for a vertical sealing element and a smaller amount evaluating it in thermal behavior, associated with the equally minimal mention of these elements in the relevant Brazilian standards reflect the importance of greater research in this sense (<xref ref-type="bibr" rid="B52 B53 B54 B55 B56">52-56</xref>).</p>
			<p>This article aims to evaluate the main thermal properties of plaster blocks from theoretical calculations and using thermal chamber and infrared thermography as experimental methods, considering the technical and economic potential of these elements for the economy of the northeast region of Brazil. The experimental program included the development of a thermal chamber with sensors, a digital thermometer, a heat source with intensity control, in addition to having a compatible format for infrared thermography, the latter for capturing thermal images during tests. This combination allowed for a broad, original, and data-rich analysis for thermal performance in testing elements.</p>
		</sec>
		<sec id="sec2" sec-type="materials|methods">
			<label>2.</label>
			<title>Materials and methods</title>
			<p>To evaluate the thermal properties of plaster blocks, three analysis fronts were performed: one theoretical, based on the simplified method; one determined by test - both proposed by NBR 15220 (<xref ref-type="bibr" rid="B20">20</xref>); and an experimental study from an instrumented thermal chamber developed for this work. Methodology used for this research is detailed in <xref ref-type="fig" rid="f1">Figure 1</xref>.</p>
			<fig id="f1">
				<label>Figure 1</label>
				<caption>
					<title>Methodology.</title>
				</caption>
				<graphic id="gra-1" xlink:href="MC-73-350-e314-gf1.png"/>
			</fig>
			<sec id="sec2.1">
				<label>2.1.</label>
				<title>Test elements</title>
				<p>From plaster blocks standardized by NBR 16494 (<xref ref-type="bibr" rid="B57">57</xref>), eight test elements were produced, covering the different thicknesses for the configurations available between hollow and compact in the Brazilian market. The main characteristics are presented in <xref ref-type="table" rid="t1">Table 1</xref>.</p>
				<table-wrap id="t1">
					<label>Table 1</label>
					<caption>
						<title>Test elements in plaster blocks.</title>
					</caption>
					<table>
						<colgroup>
							<col/>
							<col/>
							<col/>
							<col/>
							<col/>
							<col/>
						</colgroup>
						<thead>
							<tr>
								<th align="center">Code</th>
								<th align="center">Type</th>
								<th align="center">Internal structure (all dimensions in mm)</th>
								<th align="center">Water/plaster ratio (w/p)</th>
								<th align="center">Flexural strength MPa</th>
								<th align="center">Apparent mass density range</th>
							</tr>
						</thead>
						<tbody>
							<tr>
								<td align="center">GS 50 +</td>
								<td align="center">Standard</td>
								<td align="center">Compact <break/>
									<inline-graphic xlink:href="MC-73-350-e314-i002.png"/>
								</td>
								<td align="center">0.72</td>
								<td align="center">1</td>
								<td align="center">Average&#xb9;</td>
							</tr>
							<tr>
								<td align="center">GS 70 -</td>
								<td align="center">Standard</td>
								<td align="center">Hollow - conical <break/>
									<inline-graphic xlink:href="MC-73-350-e314-i003.png"/>
								</td>
								<td align="center">0.70</td>
								<td align="center">1.2</td>
								<td align="center">Average&#xb9;</td>
							</tr>
							<tr>
								<td align="center">GS 70 +</td>
								<td align="center">Standard</td>
								<td align="center">Compact <break/>
									<inline-graphic xlink:href="MC-73-350-e314-i004.png"/>
								</td>
								<td align="center">0.70</td>
								<td align="center">1.2</td>
								<td align="center">Average&#xb9;</td>
							</tr>
							<tr>
								<td align="center">GS 76 -</td>
								<td align="center">Standard</td>
								<td align="center">Hollow - conical <break/>
									<inline-graphic xlink:href="MC-73-350-e314-i005.png"/>
								</td>
								<td align="center">0.68</td>
								<td align="center">1.4</td>
								<td align="center">Average&#xb9;</td>
							</tr>
							<tr>
								<td align="center">GS 76 =</td>
								<td align="center">Standard</td>
								<td align="center">Hollow - cylindrical <break/>
									<inline-graphic xlink:href="MC-73-350-e314-i006.png"/>
								</td>
								<td align="center">0.68</td>
								<td align="center">1.4</td>
								<td align="center">Average&#xb9;</td>
							</tr>
							<tr>
								<td align="center">GS 100 -</td>
								<td align="center">Standard</td>
								<td align="center">Hollow - conical <break/>
									<inline-graphic xlink:href="MC-73-350-e314-i007.png"/>
								</td>
								<td align="center">0.65</td>
								<td align="center">1.5</td>
								<td align="center">Average&#xb9;</td>
							</tr>
							<tr>
								<td align="center">GS 100 +</td>
								<td align="center">Standard</td>
								<td align="center">Compact <break/>
									<inline-graphic xlink:href="MC-73-350-e314-i008.png"/>
								</td>
								<td align="center">0.65</td>
								<td align="center">1.5</td>
								<td align="center">Average&#xb9;</td>
							</tr>
							<tr>
								<td align="center">GH 100 +</td>
								<td align="center">Hydrofugated&#xb2;</td>
								<td align="center">Compact <break/>
									<inline-graphic xlink:href="MC-73-350-e314-i009.png"/>
								</td>
								<td align="center">0.65</td>
								<td align="center">1.5</td>
								<td align="center">Average&#xb9;</td>
							</tr>
						</tbody>
					</table>
					<table-wrap-foot>
						<fn id="TFN1">
							<p>&#xb9;Average density: &#x2265; 800.0 and &lt;1100.0 kg / m&#xb3;, according to NBR 16494 (<xref ref-type="bibr" rid="B57">57</xref>).</p>
						</fn>
						<fn id="TFN2">
							<p>&#xb2; Hydrofugate: Hydrofugate blocks with water absorption &#x2264; 5.0%, according to NBR 16494 (<xref ref-type="bibr" rid="B57">57</xref>).</p>
						</fn>
					</table-wrap-foot>
				</table-wrap>
				<p>Both chemical and physical characteristics used in manufacturing plaster blocks are shown in <xref ref-type="table" rid="t2">Table 2</xref>.</p>
				<table-wrap id="t2">
					<label>Table 2</label>
					<caption>
						<title>Chemical and physical characteristics of plaster.</title>
					</caption>
					<table>
						<colgroup>
							<col/>
							<col/>
							<col/>
							<col/>
						</colgroup>
						<thead>
							<tr>
								<th align="left">Characteristics</th>
								<th align="left">Plaster</th>
								<th align="left">Requirement</th>
								<th align="left">Brazilian Standards</th>
							</tr>
						</thead>
						<tbody>
							<tr>
								<td align="left">Calcium oxide - CaO (%)</td>
								<td align="left">39.8</td>
								<td align="left">&gt;38.0</td>
								<td align="left">NBR 13207 (<xref ref-type="bibr" rid="B58">58</xref>)</td>
							</tr>
							<tr>
								<td align="left">Sulfuric anhydride - SO<sub>3</sub> (%)</td>
								<td align="left">55.1</td>
								<td align="left">&gt;55.0</td>
								<td align="left">NBR 13207 (<xref ref-type="bibr" rid="B58">58</xref>)</td>
							</tr>
							<tr>
								<td align="left">Crystallization water (%)</td>
								<td align="left">5.97</td>
								<td align="left">4.2 - 6.2</td>
								<td align="left">NBR 13207 (<xref ref-type="bibr" rid="B58">58</xref>)</td>
							</tr>
							<tr>
								<td align="left">Fineness modulus</td>
								<td align="left">0.18</td>
								<td align="left">&lt;1.1</td>
								<td align="left">NBR 12127 (<xref ref-type="bibr" rid="B59">59</xref>)</td>
							</tr>
							<tr>
								<td align="left">Unit mass (kg/m<sup>3</sup>)</td>
								<td align="left">610</td>
								<td align="left">&lt;700</td>
								<td align="left">NBR 12127 (<xref ref-type="bibr" rid="B59">59</xref>)</td>
							</tr>
						</tbody>
					</table>
					<table-wrap-foot>
						<fn id="TFN3">
							<p>Data provided by manufacturer</p>
						</fn>
					</table-wrap-foot>
				</table-wrap>
				<p>Every plaster block was manufactured in an industrial manner, including cubical metal molds (solid and hollow) with smooth surface and side fits. Subsequently, plaster blocks were dismounted after 60 min and taken to an oven at 40 &#xba;C for 24 hours, according to NBR 16494 (<xref ref-type="bibr" rid="B57">57</xref>). It is worth mentioning that test elements are from the plaster block cuts provided by the industry. Therefore, their lateral dimensions were changed to a 42 cm square on the side, inserting the identification acronym and the Type K thermocouple temperature sensors in the central part on both sides of the test elements (<xref ref-type="fig" rid="f2">Figure 2</xref>).</p>
				<fig id="f2">
					<label>Figure 2</label>
					<caption>
						<title>Details of the test elements in front and perspective view.</title>
					</caption>
					<graphic id="gra-2" xlink:href="MC-73-350-e314-gf2.png"/>
				</fig>
				<p>
					<xref ref-type="fig" rid="f3">Figure 3</xref> presents the mechanical properties of the plaster specimens. The flexural strength of the blocks meets the requirements of NBR 16494 (<xref ref-type="bibr" rid="B57">57</xref>). The compressive strength was determined by ABNT 12129 (<xref ref-type="bibr" rid="B60">60</xref>), using cubic specimens of 50 cm x 50 cm x 50 cm.</p>
				<fig id="f3">
					<label>Figure 3</label>
					<caption>
						<title>Mechanical performance of the plaster specimens.</title>
					</caption>
					<graphic id="gra-3" xlink:href="MC-73-350-e314-gf3.png"/>
				</fig>
			</sec>
			<sec id="sec2.2">
				<label>2.2.</label>
				<title>Thermal chamber</title>
				<p>In order to carry out the thermal chamber behavior experiment, a thermal chamber was developed and built to provide the test element with the positioning between two environments with a temperature gradient between them (<xref ref-type="bibr" rid="B25">25</xref>, <xref ref-type="bibr" rid="B28">28</xref>, <xref ref-type="bibr" rid="B31">31</xref>). The test apparatus was built of wood, with insulation on the heated side and opening on the cold side (controlled room temperature). In addition, temperature sensors were inserted on both sides with a display on the control panel. A dimmer switch was also inserted to regulate the heating provided by an infrared lamp present in the central part of the hot side and the location for installing the digital thermometer with integrated data logger (<xref ref-type="fig" rid="f4">Figure 4</xref>). Although there is no official standard, a proposed thermal chamber was developed according to Standard ASTM C1363 (<xref ref-type="bibr" rid="B61">61</xref>) provisions and studies by Kheradmand et al. (<xref ref-type="bibr" rid="B45">45</xref>), Pedre&#xf1;o-Rojas et al. (<xref ref-type="bibr" rid="B46">46</xref>), and Ferrari and Zanotto (<xref ref-type="bibr" rid="B62">62</xref>). The thermal chamber was used for temperature monitoring through thermal sensors. Additionally, elements&#x2019; surface temperature distribution was evaluated through infrared thermography.</p>
				<fig id="f4">
					<label>Figure 4</label>
					<caption>
						<title>Details of the apparatus developed for the thermal chamber behavior experiment.</title>
					</caption>
					<graphic id="gra-4" xlink:href="MC-73-350-e314-gf4.png"/>
				</fig>
				<p>The procedure of the experiment consists of controlling the temperature in the environment: 26 &#xb1; 1 &#xb0;C, from an air conditioner. Then, the test elements are placed with the &#x201c;outer face&#x201d; turned to the inside the chamber. Strips of expanded polystyrene are placed on the edges the sensors are connected, the data logger is programmed, and heating is started. The heating lasts 360 minutes. Thermograms are recorded every 60 minutes on the cold side of the test elements and the temperatures are recorded every minute. After the warm-up period, the test elements cool for 120 minutes, with the same rate of temperature recording by the sensors. However, thermograms are made every 30 minutes and in various positions (cold side, hot side, lateral, and perspective) to observe the heat transition in the test element. The follow-up used the FLIR E-60 equipment, with main characteristics are shown in <xref ref-type="table" rid="t3">Table 3</xref>.</p>
				<table-wrap id="t3">
					<label>Table 3</label>
					<caption>
						<title>Characteristics of the FLIR E-60 thermal camera.</title>
					</caption>
					<table>
						<colgroup>
							<col/>
							<col/>
						</colgroup>
						<thead>
							<tr>
								<th align="center" colspan="2">Model FLIR E-60 </th>
							</tr>
						</thead>
						<tbody>
							<tr>
								<td align="justify">IR resolution</td>
								<td align="justify">320x240 pixels</td>
							</tr>
							<tr>
								<td align="justify">Thermal Sensitivity</td>
								<td align="justify">&#x2c2; 0.05&#xba;C</td>
							</tr>
							<tr>
								<td align="justify">Temperature range</td>
								<td align="justify">-20 and 650 &#xb0;C</td>
							</tr>
							<tr>
								<td align="justify">Accuracy</td>
								<td align="justify">&#xb1; 2&#xba;C or &#xb1; 2%</td>
							</tr>
							<tr>
								<td align="justify">Video camera (no backlit)</td>
								<td align="justify">3.1 MP</td>
							</tr>
						</tbody>
					</table>
					<table-wrap-foot>
						<fn id="TFN4">
							<p>Source: FLIR (<xref ref-type="bibr" rid="B63">63</xref>).</p>
						</fn>
					</table-wrap-foot>
				</table-wrap>
				<p>The emissivity values of the analyzed surfaces were found using the black layer method. Interaction was performed between the emissivity value of the tape - known - and that of the neighboring surface (material, whose emissivity is unknown) until the temperatures coincide. Values between 0.93 and 0.95 were found for the plaster. The distance to the object was always between 1.0 and 1.5 m. The reflected temperature was the same as that of the environment, with no interference in the results (no interference from sunlight, variation in lighting, or considerable temperature in the controlled environment).</p>
			</sec>
			<sec id="sec2.3">
				<label>2.3.</label>
				<title>Heat flow meter</title>
				<p>The NBR 15220 standard (<xref ref-type="bibr" rid="B20">20</xref>) recommends the performance of tests to determine the thermal resistance of elements. One of the methods mentioned is the flow meter; the test is based on ISO 8301. For this research, the Netzsch heat flow meter - HFM 436/6 was used, with main characteristics presented in <xref ref-type="table" rid="t4">Table 4</xref>. Tests were performed under the steady-state heat transfer, using the absolute technique, detailed by Zhao et al. (<xref ref-type="bibr" rid="B64">64</xref>). </p>
				<table-wrap id="t4">
					<label>Table 4</label>
					<caption>
						<title>Characteristics of the heat flow meter.</title>
					</caption>
					<table>
						<colgroup>
							<col/>
							<col/>
						</colgroup>
						<thead>
							<tr>
								<th align="center" colspan="2">Model NETZSCH - HFM 436/6 </th>
							</tr>
						</thead>
						<tbody>
							<tr>
								<td align="left">Temperature range</td>
								<td align="left">-20 ~ 70 &#xb0;C</td>
							</tr>
							<tr>
								<td align="left">Cooling system</td>
								<td align="left">External cooler</td>
							</tr>
							<tr>
								<td align="left">Specimen size</td>
								<td align="left">600 x 600 x 10 ~ 200 mm</td>
							</tr>
							<tr>
								<td align="left">Detectable area of the heat flow transducer</td>
								<td align="left">25.4 cm x 25.4 cm</td>
							</tr>
							<tr>
								<td align="left">Range for thermal resistance</td>
								<td align="left">0.1 ~ 8.0 m&#xb2;K/W</td>
							</tr>
							<tr>
								<td align="left">Thermal conductivity range</td>
								<td align="left">0.005 ~ 0.50 W/m.K</td>
							</tr>
							<tr>
								<td align="left">Accuracy</td>
								<td align="left">&#xb1;1 ~ 3%</td>
							</tr>
							<tr>
								<td align="left">Repeatability</td>
								<td align="left">0.50%</td>
							</tr>
						</tbody>
					</table>
					<table-wrap-foot>
						<fn id="TFN5">
							<p>Source: NETZSCH (<xref ref-type="bibr" rid="B65">65</xref>).</p>
						</fn>
					</table-wrap-foot>
				</table-wrap>
				<p>To carry out this test, the wells of the hollow blocks were closed with plaster paste, with the aid of a glass plate to prevent heat loss from the sides. It is noteworthy that the size of the test elements (42 cm x 42 cm) is compatible and still have a margin in relation to the detectable area of the heat flow transducer (25.4 cm x 25.4 cm) (<xref ref-type="table" rid="t4">Table 4</xref>). In addition to the tests on plaster blocks - all belonging to the medium density range as shown in <xref ref-type="table" rid="t1">Table 1</xref> -, 3 plaster plates had the exact size of the equipment&#x2019;s specimen (60 cm x 60 cm x 5 cm). The plates are D1 - 901.77 kg/m&#xb3;, D2 - 1011.49 kg/m&#xb3; and D3 - 1165.93 kg/m&#xb3;: two distant points but within the average range (between 800 and 1100 kg/m&#xb3;) and one point within the high-density range (greater than 1100 kg/m&#xb3;), according to NBR 16494 (<xref ref-type="bibr" rid="B57">57</xref>). The plasterboards were tested to have a greater range of results, considering that the plates were made specifically for the size of the equipment (60 cm x 60 cm). In addition, the plasterboards are made of a homogeneous material, which makes it possible to better infer thermal conductivity, based on the relationship between thermal resistance and the thickness of the test specimen.</p>
				<p>The test was carried out according to the recommendations of the NBR 15520 standard (<xref ref-type="bibr" rid="B20">20</xref>) and the manufacturer&#x2019;s recommendations (<xref ref-type="bibr" rid="B65">65</xref>). For the test with the 8 plaster block test elements, two main temperature values were used - Mean T of 24 and 40 &#xb0;C - referring to a temperature close to the environment in part of Brazil and a higher one representing a peak during summer or artificial warming situations. On the other hand, for the plasterboard, in addition to these main temperatures, other two higher ones (50 and 60 &#xb0;C) were added to expand the analysis of plaster, considering thermal conductivity (&#x3bb;) under density conditions of apparent mass present in this work.</p>
			</sec>
			<sec id="sec2.4">
				<label>2.4.</label>
				<title>Characteristics of the heat flow meter</title>
				<p>To obtain theoretical thermal properties for test elements, calculations of several parameters were performed according to prescriptions and tabulated input data values present in NBR 15220 (<xref ref-type="bibr" rid="B20">20</xref>). Among the input data values collected, the following stand out for the plaster: specific heat (c) of 0&#xb7;84 kJ/kg&#xb7;K, thermal conductivity (&#x3bb;) of 0.35 W/m&#xb7;K, and apparent mass density (&#x3c1;) of 875.0 kg/m&#xb3;. The calculations were performed with the aid of spreadsheets programmed in the PTC Mathcad and MS Excel software. The calculated parameters were thermal resistance (R) (<xref ref-type="disp-formula" rid="e1">Equation [1]</xref> and <xref ref-type="disp-formula" rid="e2">Equation [2]</xref>), thermal transmittance (U) (<xref ref-type="disp-formula" rid="e3">Equation [3]</xref>), thermal capacity (C<sub>T</sub>) (<xref ref-type="disp-formula" rid="e4">Equation [4]</xref>), and thermal delay (&#x3c6;) (<xref ref-type="disp-formula" rid="e5">Equation [5]</xref>).</p>
				<disp-formula id="e1">
					<mml:math id="mml-1">
						<mml:mi>R</mml:mi>
						<mml:mo>=</mml:mo>
						<mml:mrow>
							<mml:mrow>
								<mml:mi>e</mml:mi>
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								<mml:mi>&#x3bb;</mml:mi>
							</mml:mrow>
						</mml:mrow>
					</mml:math>
					<label>[1]</label>
				</disp-formula>
				<disp-formula id="e2">
					<mml:math id="mml-2">
						<mml:msub>
							<mml:mrow>
								<mml:mi>R</mml:mi>
							</mml:mrow>
							<mml:mrow>
								<mml:mi>T</mml:mi>
							</mml:mrow>
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								<mml:mi>S</mml:mi>
								<mml:mi>I</mml:mi>
							</mml:mrow>
						</mml:msub>
						<mml:mo>+</mml:mo>
						<mml:msub>
							<mml:mrow>
								<mml:mo>&#x2211;</mml:mo>
							</mml:mrow>
							<mml:mrow>
								<mml:mi>j</mml:mi>
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						<mml:msub>
							<mml:mrow>
								<mml:mi>R</mml:mi>
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						<mml:mo>+</mml:mo>
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								<mml:mi>S</mml:mi>
								<mml:mi>E</mml:mi>
							</mml:mrow>
						</mml:msub>
					</mml:math>
					<label>[2]</label>
				</disp-formula>
				<disp-formula id="e3">
					<mml:math id="mml-3">
						<mml:mi>U</mml:mi>
						<mml:mo>=</mml:mo>
						<mml:mrow>
							<mml:mrow>
								<mml:mn>1</mml:mn>
							</mml:mrow>
							<mml:mo>/</mml:mo>
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										<mml:mi>T</mml:mi>
									</mml:mrow>
								</mml:msub>
							</mml:mrow>
						</mml:mrow>
					</mml:math>
					<label>[3]</label>
				</disp-formula>
				<p>Here, e is the layer thickness (m); &#x3bb; is the thermal conductivity (W/m&#xb7;K); R<sub>T</sub> is the total thermal resistance m&#xb2;&#xb7;K/W; R<sub>j</sub> is the thermal resistance of each component layer (m&#xb2;&#xb7;K/W); R<sub>SI</sub> is the internal surface thermal resistance (m&#xb2;&#xb7;K/W), and R<sub>SE</sub> is the external surface thermal resistance (m&#xb2;&#xb7;K/W).</p>
				<disp-formula id="e4">
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					</mml:math>
					<label>[4]</label>
				</disp-formula>
				<p>Here, &#x3bb;<sub>j</sub> is the thermal conductivity of each component layer (W/m&#xb7;K); R<sub>j</sub> is the thermal resistance of each component layer (m&#xb2;&#xb7;K/W); c<sub>j</sub> is the material specific heat of each component layer (kJ/kg&#xb7;K); &#x3c1;<sub>j</sub> is the apparent mass density of each component layer (kg/m&#xb3;), and e<sub>j</sub> is the layer thickness of each component layer (m).</p>
				<disp-formula id="e5">
					<mml:math id="mml-5">
						<mml:mi>&#x3c6;</mml:mi>
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										<mml:mrow>
											<mml:mi>R</mml:mi>
										</mml:mrow>
										<mml:mrow>
											<mml:mi>E</mml:mi>
											<mml:mi>X</mml:mi>
											<mml:mi>T</mml:mi>
										</mml:mrow>
									</mml:msub>
								</mml:mrow>
								<mml:mrow>
									<mml:mn>10</mml:mn>
								</mml:mrow>
							</mml:mfrac>
							<mml:mo>)</mml:mo>
						</mml:msqrt>
					</mml:math>
					<label>[5]</label>
				</disp-formula>
				<p>Here, R<sub>t</sub> is the surface to surface thermal resistance (m&#xb2;&#xb7;K/W); &#x3bb; is the thermal conductivity of the material (W/m&#xb7;K); c is the material specific heat (kJ/kg&#xb7;K); &#x3c1; is the apparent mass density of the material (kg/m&#xb3;), and R<sub>EXT</sub> is the thermal resistance of the component&#x2019;s outer layer (m&#xb2;&#xb7;K/W).</p>
			</sec>
		</sec>
		<sec id="sec3" sec-type="results|discussion">
			<label>3.</label>
			<title>Results and discussion</title>
			<p>The discussion of the results is presented for each of the three analyzes carried out.</p>
			<sec id="sec3.1">
				<label>3.1.</label>
				<title>Thermal Resistance (R) and Thermal Conductivity (&#x3bb;)</title>
				<p>Flow meter measured the thermal resistance and based on the thickness of the specimen, calculates the thermal conductivity (in case of homogeneous material). The values found for thermal conductivity corroborate with the value suggested in NBR 15220 (<xref ref-type="bibr" rid="B20">20</xref>), which is 0.35 W/m&#xb7;K for a temperature of 27 &#xb0;C (<xref ref-type="bibr" rid="B20">20</xref>). For densities D1, D2, and D3, the values for temperature 24 &#xb0;C were 0.358 W/m&#xb7;K, 0.354 W/m&#xb7;K, and 0.364 W/m&#xb7;K, respectively. The value suggested in the standard, therefore, can be used if testing is not available, according to the presented results. The values of R and &#x3bb; for each of the main temperatures are in <xref ref-type="table" rid="t5">Table 5</xref>.</p>
				<table-wrap id="t5">
					<label>Table 5</label>
					<caption>
						<title>Plasterboard Thermal conductivity - Flow meter.</title>
					</caption>
					<table>
						<colgroup>
							<col/>
							<col/>
							<col/>
							<col/>
							<col/>
							<col/>
						</colgroup>
						<thead>
							<tr>
								<th align="center" rowspan="2">Test element</th>
								<th align="center">Measured thickness<sup>1</sup>
								</th>
								<th align="center">Calculated density</th>
								<th align="center">SP<sup>2</sup>
								</th>
								<th align="center">Main temperature</th>
								<th align="center">Thermal conductivity (&#x3bb;)</th>
							</tr>
							<tr>
								<th align="center">cm</th>
								<th align="center">kg/m&#xb3;</th>
								<th align="center">#</th>
								<th align="center">&#xb0;C</th>
								<th align="center">W/m.K</th>
							</tr>
						</thead>
						<tbody>
							<tr>
								<td align="center" rowspan="4">Plate D1</td>
								<td align="center" rowspan="4">5.20</td>
								<td align="center" rowspan="4">901.77</td>
								<td align="center">1</td>
								<td align="center">25.31</td>
								<td align="center">0.358</td>
							</tr>
							<tr>
								<td align="center">2</td>
								<td align="center">39.84</td>
								<td align="center">0.403</td>
							</tr>
							<tr>
								<td align="center">3</td>
								<td align="center">49.64</td>
								<td align="center">0.409</td>
							</tr>
							<tr>
								<td align="center">4</td>
								<td align="center">59.43</td>
								<td align="center">0.405</td>
							</tr>
							<tr>
								<td align="center" rowspan="4">Plate D2</td>
								<td align="center" rowspan="4">5.21</td>
								<td align="center" rowspan="4">1011.49</td>
								<td align="center">1</td>
								<td align="center">22.33</td>
								<td align="center">0.354</td>
							</tr>
							<tr>
								<td align="center">2</td>
								<td align="center">40.17</td>
								<td align="center">0.368</td>
							</tr>
							<tr>
								<td align="center">3</td>
								<td align="center">49.92</td>
								<td align="center">0.372</td>
							</tr>
							<tr>
								<td align="center">4</td>
								<td align="center">59.75</td>
								<td align="center">0.365</td>
							</tr>
							<tr>
								<td align="center" rowspan="4">Plate D3</td>
								<td align="center" rowspan="4">5.21</td>
								<td align="center" rowspan="4">1165.92</td>
								<td align="center">1</td>
								<td align="center">22.38</td>
								<td align="center">0.364</td>
							</tr>
							<tr>
								<td align="center">2</td>
								<td align="center">40.17</td>
								<td align="center">0.368</td>
							</tr>
							<tr>
								<td align="center">3</td>
								<td align="center">49.85</td>
								<td align="center">0.361</td>
							</tr>
							<tr>
								<td align="center">4</td>
								<td align="center">59.60</td>
								<td align="center">0.356</td>
							</tr>
						</tbody>
					</table>
					<table-wrap-foot>
						<fn id="TFN6">
							<p>
								<sup>1</sup>Thickness provided by the flow meter during the test.</p>
						</fn>
						<fn id="TFN7">
							<p>
								<sup>2</sup>
								<italic>Set point</italic> - Test data collection point.</p>
						</fn>
					</table-wrap-foot>
				</table-wrap>
				<p>It should be noted that the variation in the conductivity value with temperature occurs in a more sensitive way when this difference is high in most materials (<xref ref-type="bibr" rid="B66">66</xref>).</p>
				<p>For the nominal main temperature of 24 &#xb0;C (SP#1 in <xref ref-type="table" rid="t5">Table 5</xref>), there is slight variation in conductivity in relation to the density of the material. However, for higher temperatures, an increase in thermal conductivity occurred with a decrease in the density of apparent mass. This situation differs from the results pointed out by Souza (<xref ref-type="bibr" rid="B27">27</xref>) who concluded in his study that the increase in the porosity of plaster specimens with the addition of sodium bicarbonate caused the decrease in thermal conductivity. The author also states that heat transfer through pores are slow processes and that the stagnant air, usually present inside the pores, is a bad heat conductor (&#x3bb; = 0.02 W/m&#xb7;K); when isolated, they make gas convection difficult (<xref ref-type="bibr" rid="B27">27</xref>).</p>
				<p>The temperature affects the thermal conductivity of ceramic materials, the increase in temperature (in this case up to 60 &#xb0;C) can explain the increase in thermal conductivity. On the other hand, porosity also has a direct influence, the increase in volume and/or number of pores reduces the thermal conductivity of ceramic materials (<xref ref-type="bibr" rid="B67">67</xref>, <xref ref-type="bibr" rid="B68">68</xref>). In this case, based on the results presented, the higher temperatures of the test had more influence than the porosity on the thermal conductivity; however, a detailed study about the phenomena involved could better define this behavior.</p>
				<p>Regarding the test elements from plaster blocks, <xref ref-type="table" rid="t6">Table 6</xref> shows results and details for the apparent mass density, with specific value for each tested element. Results confirmed the trend of less thick blocks (GS 50 +, GS 70 + and GS 70 -) to have the lowest R values. Among the blocks of 100 mm thick, those massive (GH 100 + and GS 100 +) presented lower values than the hollow ones (GS 100-) and even lower values than both 76 mm hollow blocks (GS 76 - and GS 76 =). It highlights the significant contribution of the air layer (alveoli) inside these blocks to the increase of thermal resistance, even with the reduction of the total thickness. Similar results were reported when thermal resistance for hollowed-block walls was evaluated (<xref ref-type="bibr" rid="B44">44</xref>, <xref ref-type="bibr" rid="B69">69</xref>). The values of the standard 100 mm compact, water repellent compact, and standard hollow blocks ranged between 0.25 and 0.30 m&#xb2;&#xb7;K/W, while both 76 mm blocks performed with R around 0.29 m&#xb2;&#xb7;K/W.</p>
				<table-wrap id="t6">
					<label>Table 6</label>
					<caption>
						<title>Thermal resistance values for plaster blocks - flow meter.</title>
					</caption>
					<table>
						<colgroup>
							<col/>
							<col/>
							<col/>
							<col/>
							<col/>
							<col/>
						</colgroup>
						<thead>
							<tr>
								<th align="center" rowspan="2">Test element</th>
								<th align="center">Measured thickness<sup>1</sup>
								</th>
								<th align="center">Calculated density</th>
								<th align="center">SP<sup>2</sup>
								</th>
								<th align="center">Main temperature</th>
								<th align="center">Thermal resistance (R)</th>
							</tr>
							<tr>
								<th align="center">cm</th>
								<th align="center">kg/m&#xb3;</th>
								<th align="center">#</th>
								<th align="center">&#xb0;C</th>
								<th align="center">m&#xb2;.K/W</th>
							</tr>
						</thead>
						<tbody>
							<tr>
								<td align="center" rowspan="2">GS 50 +</td>
								<td align="center" rowspan="2">5.1999</td>
								<td align="center" rowspan="2">871.2</td>
								<td align="center">1</td>
								<td align="center">25.06</td>
								<td align="center">0.163</td>
							</tr>
							<tr>
								<td align="center">2</td>
								<td align="center">39.66</td>
								<td align="center">0.168</td>
							</tr>
							<tr>
								<td align="center" rowspan="2">GS 70 +</td>
								<td align="center" rowspan="2">7.0259</td>
								<td align="center" rowspan="2">999.3</td>
								<td align="center">1</td>
								<td align="center">24.87</td>
								<td align="center">0.192</td>
							</tr>
							<tr>
								<td align="center">2</td>
								<td align="center">39.19</td>
								<td align="center">0.202</td>
							</tr>
							<tr>
								<td align="center" rowspan="2">GS 100 +</td>
								<td align="center" rowspan="2">10.0802</td>
								<td align="center" rowspan="2">978.6</td>
								<td align="center">1</td>
								<td align="center">24.76</td>
								<td align="center">0.260</td>
							</tr>
							<tr>
								<td align="center">2</td>
								<td align="center">38.54</td>
								<td align="center">0.270</td>
							</tr>
							<tr>
								<td align="center" rowspan="2">GH 100 +</td>
								<td align="center" rowspan="2">9.9942</td>
								<td align="center" rowspan="2">991.0</td>
								<td align="center">1</td>
								<td align="center">24.78</td>
								<td align="center">0.248</td>
							</tr>
							<tr>
								<td align="center">2</td>
								<td align="center">38.82</td>
								<td align="center">0.262</td>
							</tr>
							<tr>
								<td align="center" rowspan="2">GS 70 - </td>
								<td align="center" rowspan="2">6.9812</td>
								<td align="center" rowspan="2">812.8</td>
								<td align="center">1</td>
								<td align="center">23.98</td>
								<td align="center">0.219</td>
							</tr>
							<tr>
								<td align="center">2</td>
								<td align="center">40.23</td>
								<td align="center">0.229</td>
							</tr>
							<tr>
								<td align="center" rowspan="2">GS 76 -</td>
								<td align="center" rowspan="2">7.5551</td>
								<td align="center" rowspan="2">822.8</td>
								<td align="center">1</td>
								<td align="center">25.04</td>
								<td align="center">0.295</td>
							</tr>
							<tr>
								<td align="center">2</td>
								<td align="center">39.22</td>
								<td align="center">0.298</td>
							</tr>
							<tr>
								<td align="center" rowspan="2">GS 76 =</td>
								<td align="center" rowspan="2">7.5567</td>
								<td align="center" rowspan="2">867.2</td>
								<td align="center">1</td>
								<td align="center">25.28</td>
								<td align="center">0.287</td>
							</tr>
							<tr>
								<td align="center">2</td>
								<td align="center">39.89</td>
								<td align="center">0.283</td>
							</tr>
							<tr>
								<td align="center" rowspan="2">GS 100 - </td>
								<td align="center" rowspan="2">10.1819</td>
								<td align="center" rowspan="2">960.4</td>
								<td align="center">1</td>
								<td align="center">25.34</td>
								<td align="center">0.300</td>
							</tr>
							<tr>
								<td align="center">2</td>
								<td align="center">39.31</td>
								<td align="center">0.298</td>
							</tr>
						</tbody>
					</table>
					<table-wrap-foot>
						<fn id="TFN8">
							<p>
								<sup>1</sup>Thickness provided by the flow meter during the test.</p>
						</fn>
						<fn id="TFN9">
							<p>
								<sup>2</sup>
								<italic>Set point</italic> - Test data collection point.</p>
						</fn>
					</table-wrap-foot>
				</table-wrap>
				<p>The values of heat flow for the plaster block test elements are also graphically presented in ascending order for the two main temperatures of 24 &#xb0;C and 40 &#xb0;C (<xref ref-type="fig" rid="f5">Figure 5</xref>). Thermal resistance is not significantly modified by temperature (up to 40 &#xb0;C). However, Mansour et al. (<xref ref-type="bibr" rid="B70">70</xref>) points out that higher temperatures (above 100 &#xb0;C) may cause the plaster work as a firebreak.</p>
				<fig id="f5">
					<label>Figure 5</label>
					<caption>
						<title>Graph of thermal resistance measured using a flow meter.</title>
					</caption>
					<graphic id="gra-5" xlink:href="MC-73-350-e314-gf5.png"/>
				</fig>
			</sec>
			<sec id="sec3.2">
				<label>3.2.</label>
				<title>Thermal performance parameters</title>
				<p>
					<xref ref-type="table" rid="t7">Table 7</xref> presents the results of the thermal performance parameters calculated as indicated in NBR 15220 (<xref ref-type="bibr" rid="B20">20</xref>) for the 8 plaster block test elements.</p>
				<table-wrap id="t7">
					<label>Table 7</label>
					<caption>
						<title>Thermal performance parameters for plaster blocks - NBR 15220 (<xref ref-type="bibr" rid="B20">20</xref>).</title>
					</caption>
					<table>
						<colgroup>
							<col/>
							<col/>
							<col/>
							<col/>
							<col/>
							<col/>
						</colgroup>
						<thead>
							<tr>
								<th align="center" rowspan="2">Test element</th>
								<th align="center">Thermal resistance (R)</th>
								<th align="center">Total thermal resistance (R<sub>T</sub>)<sup>1</sup>
								</th>
								<th align="center">Thermal transmitance (U)</th>
								<th align="center">Thermal capacity (C<sub>T</sub>) </th>
								<th align="center">Thermal delay (&#x3c6;)</th>
							</tr>
							<tr>
								<th align="center">m&#xb2;. K/W</th>
								<th align="center">m&#xb2;. K/W</th>
								<th align="center">W/m&#xb2;K</th>
								<th align="center">kJ/m&#xb2;. K</th>
								<th align="center">h</th>
							</tr>
						</thead>
						<tbody>
							<tr>
								<td align="center">GS 50 +</td>
								<td align="center">0.143</td>
								<td align="center">0.313</td>
								<td align="center">3.19</td>
								<td align="center">37</td>
								<td align="center">1.7</td>
							</tr>
							<tr>
								<td align="center">GS 70 +</td>
								<td align="center">0.200</td>
								<td align="center">0.370</td>
								<td align="center">2.70</td>
								<td align="center">59</td>
								<td align="center">2.5</td>
							</tr>
							<tr>
								<td align="center">GS 100 +</td>
								<td align="center">0.286</td>
								<td align="center">0.456</td>
								<td align="center">2.19</td>
								<td align="center">82</td>
								<td align="center">3.5</td>
							</tr>
							<tr>
								<td align="center">GH 100 +</td>
								<td align="center">0.286</td>
								<td align="center">0.456</td>
								<td align="center">2.19</td>
								<td align="center">83</td>
								<td align="center">3.5</td>
							</tr>
							<tr>
								<td align="center">GS 70 - </td>
								<td align="center">0.228</td>
								<td align="center">0.398</td>
								<td align="center">2.51</td>
								<td align="center">41</td>
								<td align="center">1.9</td>
							</tr>
							<tr>
								<td align="center">GS 76 - </td>
								<td align="center">0.248</td>
								<td align="center">0.418</td>
								<td align="center">2.39</td>
								<td align="center">37</td>
								<td align="center">1.8</td>
							</tr>
							<tr>
								<td align="center">GS 76 = </td>
								<td align="center">0.240</td>
								<td align="center">0.410</td>
								<td align="center">2.44</td>
								<td align="center">28</td>
								<td align="center">1.5</td>
							</tr>
							<tr>
								<td align="center">GS 100 - </td>
								<td align="center">0.294</td>
								<td align="center">0.464</td>
								<td align="center">2.15</td>
								<td align="center">51</td>
								<td align="center">2.3</td>
							</tr>
						</tbody>
					</table>
					<table-wrap-foot>
						<fn id="TFN10">
							<p>
								<sup>1</sup>Considering the surface resistance plots (RSI + RSE = 0.170): value used to calculate U.</p>
						</fn>
					</table-wrap-foot>
				</table-wrap>
				<p>Analyzing the thermal resistance value, calculated from the presence of the alveoli in the plaster blocks, it is observed that this causes an increase in the thermal resistance value when compared to the compact ones (solid). An increase of 14% is observed between the 70 mm blocks while it&#x2019;s only 3% for the 100 mm blocks. This difference in magnitude in the increase between the 70 and 100 blocks is due to the greater influence of the alveoli size in relation to their total thickness in the less thick block - since the alveoli have the same size. However, this behavior does not happen between elements with 76 mm plaster blocks, where there is a decrease in the resistance for the block with the largest alveolus (GS 76 =) - around 3% (<xref ref-type="fig" rid="f6">Figure 6</xref>).</p>
				<fig id="f6">
					<label>Figure 6</label>
					<caption>
						<title>Graph of thermal resistance (R) based on the alveoli.</title>
					</caption>
					<graphic id="gra-6" xlink:href="MC-73-350-e314-gf6.png"/>
				</fig>
				<p>The &#x201c;removal&#x201d; of solid material from the blocks proved to be an alternative to increase the total resistance, as seen in the results of the flow meter (<xref ref-type="table" rid="t6">Table 6</xref> and <xref ref-type="fig" rid="f5">Figure 5</xref>). Evidence shows less thick hollow blocks with results superior to other thicker blocks. As mentioned by Zhang et al. (<xref ref-type="bibr" rid="B71">71</xref>), hollow blocks improve thermal insulation properties in walls (mainly thermal resistance) and reduce energy consumption. This is caused by thermal resistance of air contained in the block. However, the amount of reduction in plaster thickness presented in the &#x201c;popular block&#x201d;, material for the &#x201c;GS 76 =&#x201d; element, resulted in a decrease in thermal resistance since the calculation considers a fixed value for the resistance of the air layer: if it is increased, the only practical effect is to reduce the thickness of the solid material and, consequently, decrease its contribution to the element thermal resistance.</p>
				<p>Thermal transmittance (U) and thermal capacity (C<sub>T</sub>) are two criteria analyzed by the building performance standard NBR 15575 (<xref ref-type="bibr" rid="B21">21</xref>) for external vertical sealing systems. This work points out that usually compartmentalization of environments, as to thermal aspects, is needed. Therefore, it is important to understand the properties of the blocks as one of the components in sealing systems, both external and internal (the latter more common for plaster blocks). <xref ref-type="fig" rid="f7">Figure 7</xref> presents a joint graph of these parameters.</p>
				<fig id="f7">
					<label>Figure 7</label>
					<caption>
						<title>Graph of thermal transmittance (U) and thermal capacity (C<sub>T</sub>).</title>
					</caption>
					<graphic id="gra-7" xlink:href="MC-73-350-e314-gf7.png"/>
				</fig>
				<p>For the bioclimatic zone 8 (<xref ref-type="bibr" rid="B20">20</xref>) minimum values of C<sub>T</sub> are not required, while in the other zones (1 to 7) at least 130 kJ/m&#xb2;.K is imperative for minimum thermal performance, according to NBR 15575 (<xref ref-type="bibr" rid="B21">21</xref>). In addition, for U appreciation it is necessary to know the absorption to solar radiation (&#x3b1;), which is related to the last outer layer of the External Vertical Sealing System. Therefore, for the plaster block test elements (without coating), this analysis, according to the normative requirements, is not relevant. However, it is interesting to note that the test elements in solid plaster blocks (GS 100 + and GH 100 +) presented the best combination of results: low U values - around 2.2 W/m&#xb2;.K - and C<sub>T</sub> - about 82 kJ/m&#xb2;&#xb7;K. All test elements with thicknesses from 76 mm show U values within the requirements of any of the bioclimatic zones for walls (U&#x2264; 2.5), even without coatings, which significantly improve these values (blue line in <xref ref-type="fig" rid="f7">Figure 7</xref>). The minimum C<sub>T</sub> value (130 kJ/m&#xb2;&#xb7;K) for zones 1 to 7 corresponds to the orange line (<xref ref-type="fig" rid="f7">Figure 7</xref>).</p>
				<p>Although the thermal transmittance (U) values are higher than those reported by Bianco et al. (<xref ref-type="bibr" rid="B72">72</xref>) (0.56-0.8 W/m&#xb2;&#xb7;K) and Asdrubali et al. (<xref ref-type="bibr" rid="B73">73</xref>) (0.23-0.33 W/m&#xb2;&#xb7;K) testing conditions and material settings were different. In previous studies, tests were carried out in situ and coating was included.</p>
				<p>For thermal delay (&#x3c6;), test elements with greater thickness and less voids present, in general, the highest values, as reported by Sim&#xf5;es et al (<xref ref-type="bibr" rid="B74">74</xref>) and Tadeu et al. (<xref ref-type="bibr" rid="B75">75</xref>). This statement is even clearer when observing the test elements of the same thickness, with a difference only in the presence and size of the alveoli. Among the test elements with 100 mm, there is a 44% reduction between the massive one (3.5 h) and the hollow sample (2.3 h); for the 70 mm (GS 70 - and GS 70 +) blocks, there is 1.9 h for the hollow and 2.5 h for the similar compact. Finally, for the 76 mm elements, the difference was only 0.3 h: 1.5 hrs for GS 76 = and 1.8 hrs for GS 76 -; the 50 mm block had a thermal delay slightly higher than the GS 76 =, with 1.7 h.</p>
			</sec>
			<sec id="sec3.3">
				<label>3.3.</label>
				<title>Thermal chamber</title>
				<p>The average temperature evolution of both the cold and warm environments in the thermal chamber is shown in <xref ref-type="fig" rid="f8">Figure 8</xref>. Values were collected every 60 minutes through the display located on the controller board (<xref ref-type="fig" rid="f4">Figure 4</xref>); the room temperature sensors were positioned close to the surface of the test elements on both sides.</p>
				<fig id="f8">
					<label>Figure 8</label>
					<caption>
						<title>Graph of the average room temperature in the thermal chamber.</title>
					</caption>
					<graphic id="gra-8" xlink:href="MC-73-350-e314-gf8.png"/>
				</fig>
				<p>
					<xref ref-type="fig" rid="f8">Figure 8</xref> shows that increasing temperature also causes an increase in standard deviation, resulting in greater variation, especially on the hot side of the chamber. Additionally, it was possible to compare the thermal behavior of the test elements in plaster block, since the variation occurred within an acceptable range, with a maximum value of 2.6 &#xb0;C in the final minutes of heating. The graph for a 360-minute heating period for the 8 test elements is shown in <xref ref-type="fig" rid="f9">Figure 9</xref>. In this graph, the control of the initial temperature is observed with values for all curves always within the range 26 &#xb1; 1 &#xb0;C. The parameter most related to the thermal chamber behavior test is the thermal transmittance (U). To relate this parameter to the assay curves, <xref ref-type="fig" rid="f10">Figure 10</xref> presents a diagram where the test elements are on the sides in decreasing order for U value. In the central part, they are presented in the order of the curves for every 60 minutes.</p>
				<fig id="f9">
					<label>Figure 9</label>
					<caption>
						<title>Experiment of thermal behavior in test elements - plaster blocks.</title>
					</caption>
					<graphic id="gra-9" xlink:href="MC-73-350-e314-gf9.png"/>
				</fig>
				<fig id="f10">
					<label>Figure 10</label>
					<caption>
						<title>Scheme of the relationship between the thermal behavior test and the U value.</title>
					</caption>
					<graphic id="gra-10" xlink:href="MC-73-350-e314-gf10.png"/>
				</fig>
				<p>However, one of the test elements, the GS 70 - (purple), shows less congruence in relation to the theoretical U value and its behavior during the test. Near 240 minutes, it presents a curve with very reduced acceleration and, therefore, almost no growth during the next 120 minutes (<xref ref-type="fig" rid="f10">Figure 10</xref>). GS 76 - showed similar behavior. That happened especially between 180 and 300 minutes, with a possible state of balance between the room temperature on the cold side and the heat flow coming from the hot side. This situation may have been, in both cases, due to a cooling of the environment by the prolonged absence of operators, external climate, or even by distortions of the air conditioner thermostat. These situations were also indicated by Ferrari and Zanotto (<xref ref-type="bibr" rid="B62">62</xref>). Considering a trend in the curves of these two elements before the different points, in the final 60 minutes the relationship between U and the temperature on the cold side would probably be even clearer.</p>
				<p>Relevant behavior is shown by the set of 100 mm blocks. The curves of the test elements GS 100 -, GH 100 + and GS 100 + remain isolated from the others between 40 and 260 minutes, returning to find the other hollow blocks (GS 70 -, GS 76) and approach the GS 76 = around 300 minutes. Behavior in 76 mm test elements should also be highlighted. It is important to note here that the difference between them is only due to the thickness of the alveoli, which is about 25% greater in GS 76 =. <xref ref-type="fig" rid="f10">Figure 10</xref> shows the first 80 minutes of heating, both show a similar behavior; however, after that time, the curve of the block with the largest number of voids and the highest U value maintains the same acceleration, while the GS 76 - presents a deceleration over a period of 200 minutes. It will increase again only in the final stage, after 320 minutes. Both in the measured values of thermal resistance by the flowmetry method, as well as by the theoretical calculation, the thermal parameters of the GS 76 - proved to be superior to those of the GS 76 = and. In the test, such values were corroborated, despite the greater temperature difference between them: 2.5 &#xb0;C for about 260 minutes of heating and at the end of the process, over 1 &#xb0;C.</p>
				<p>The GS 50 + showed little capacity to retain the heat passage during the test, in accordance with the theoretical values of its low thermal resistance, R = 0.143 and R = 0.163, calculated and measured, respectively. At the end of the process, there was almost 10 &#xb0;C of temperature difference for the GS 100 +, which showed the best behavior, and 6 &#xb0;C of difference for the second with the worst performance, the GS 70 +. The use of this block is restricted to decorations, cabinets, and small closings. It is rarely used for closing masonry. One possibility of use would be associated with a back layer to the ventilation layer in double walls, as it presents the characteristics common to plaster, such as flatness suitable for finishing, low density of apparent mass; it presents greater thickness and self-supporting capacity than plasterboard: drywall boards common thickness is 12.5 mm, and they need metal profiles for support.</p>
				<p>Results obtained from the thermal chamber enable understanding thermal dynamic behavior and verifying theoretical values for tested plaster blocks. Previous studies have also established these thermal chamber advantages for plaster compounds (<xref ref-type="bibr" rid="B45">45</xref>, <xref ref-type="bibr" rid="B46">46</xref>).</p>
				<p>To complement the data collected by a digital thermometer, the thermograms made it possible to observe the distribution of heat by the test element during the heating period (<xref ref-type="fig" rid="f11">Figures 11</xref> and <xref ref-type="fig" rid="f12">12</xref>). By the test element arrangement in the thermal chamber (bottom on the base of the chamber and the upper part with a gap for the top), there is a greater pre-disposition of heating in the upper part, aggravated by the lightness of the hot air that rises (<xref ref-type="bibr" rid="B76">76</xref>). The heat transfer to the base of the chamber by conduction promotes this lower temperature at the base of the test element, as seen in <xref ref-type="fig" rid="f11">Figures 11</xref> and <xref ref-type="fig" rid="f12">12</xref>. Although the expanded polystyrene strips have shown effectiveness in reducing the exchange of air between the hot and cold parts through the side and top cracks during the test, a possible improvement for the insulation is to make it closer to all the edges of the test elements, including the base.</p>
				<fig id="f11">
					<label>Figure 11</label>
					<caption>
						<title>GS 70 - heating thermograms.</title>
					</caption>
					<graphic id="gra-11" xlink:href="MC-73-350-e314-gf11.png"/>
				</fig>
				<fig id="f12">
					<label>Figure 12</label>
					<caption>
						<title>GS 70 + heating thermograms.</title>
					</caption>
					<graphic id="gra-12" xlink:href="MC-73-350-e314-gf12.png"/>
				</fig>
				<p>The thermograms in <xref ref-type="fig" rid="f11">Figures 11</xref> and <xref ref-type="fig" rid="f12">12</xref> corroborate the need to only use contact thermocouples in the central part of the test element, when heated by a point source, as mentioned in similar works (<xref ref-type="bibr" rid="B28">28</xref>, <xref ref-type="bibr" rid="B30">30</xref>).</p>
				<p>
					<xref ref-type="fig" rid="f11">Figures 11</xref> and <xref ref-type="fig" rid="f12">12</xref> also indicate that the presence of the vertical alveoli (<xref ref-type="fig" rid="f11">Figure 11</xref>) causes a more vertical distribution of heat due to the transfer by convection that occurs within the air layer. On the other hand, in the solid element (<xref ref-type="fig" rid="f12">Figure 12</xref>), a more radial distribution of the heat focus is clearly seen in the center due to the position of the heating lamp. Unlike the hollow element, where heat tends to rise between the alveoli, conduction allows the heating to be better distributed in the captured area, including the base (see part &#x201c;6h&#x201d; <xref ref-type="fig" rid="f12">Figure 12</xref>). This situation can even explain the cause of the behavior of the GS 70 -; in the simulation it differs from the expected, when observing the values &#x200b;&#x200b;of its thermal parameters (<xref ref-type="table" rid="t6">Tables 6</xref> and <xref ref-type="table" rid="t7">7</xref>). Since the alveoli are open at the top through the gap between the test element and the roof of the thermal chamber, the exchange of hot air, even though it is hampered by the lateral closing and the use of polystyrene strips, occurred, and may have &#x201c;part the heat flow&#x201d; perpendicular to the face of the element for that point. Since the GS 70 - is the least thick hollow element, this circumstance affected its behavior more than the other hollow elements, as in <xref ref-type="fig" rid="f10">Figure 10</xref>, and in the behavior scheme (<xref ref-type="fig" rid="f9">Figure 9</xref>).</p>
				<p>The possibility of visualizing the heat distribution and transmission by the thickness of the element over time was impossible due to the shape and opacity of the walls in the thermal chamber. In view of this, after the removal of the chamber, this visualization will become possible and allow relevant analyzes on the test.</p>
				<p>The side view of the plaster block test element GS 100 + is shown in <xref ref-type="fig" rid="f13">Figure 13</xref> in digital image (upper left corner) and in thermal images during cooling. Four points were selected: 2 at the ends and 2 in the central part. It was possible to observe how the heat transfer occurs in the block by conduction and from it to the environment by convection, predominantly. When the test element was removed from the chamber, it was subjected to room temperature, around 26 &#xb0;C - colder than any of the exposed faces. Besides, the test element itself had heat transfer still occurring, mostly by conduction. The flow occurs from the point of highest temperature to the lowest; therefore, heat transfer to the environment and between the thermally different points of the test element itself. In <xref ref-type="fig" rid="f13">Figure 13</xref>, point SP1 is closest to the hot (heated) side and SP4 to the cold side.</p>
				<fig id="f13">
					<label>Figure 13</label>
					<caption>
						<title>Thermograms side view: GS 100 + cooling.</title>
					</caption>
					<graphic id="gra-13" xlink:href="MC-73-350-e314-gf13.png"/>
				</fig>
				<p>Regarding the thermogram of 0 min, a lighter stain appears, indicating a warmer region. This is because this thermogram is made as soon as the test element has been removed from the thermal chamber, right after the influence of the heat source. In the following thermograms, it is possible to see that this stain &#x201c;moves&#x201d; towards the side center of the test element. Then, in the 90 min thermogram, a symmetrical temperature balance occurs, with the most heated points in the center. With the heat convection, the cooling tends to occur in a similar way in the two main directions. As cooling time happens, the temperatures tend to present a &#x201c;normal&#x201d; curve shape, considering, for this test, that room temperatures on both main faces are equal (temperature of the same environment). It is noteworthy that the cooling of the walls usually occurs under different room temperature values. Consequently, the heat flow tends to be different with greater temperature difference; it can become balanced when the external and internal temperatures are equal. Previous studies have also used infrared thermography to study plaster thermal during heating and cooling cycles (<xref ref-type="bibr" rid="B77">77</xref>, <xref ref-type="bibr" rid="B78">78</xref>). Just like in these studies, infrared thermography allowing dynamic thermal evaluation, and identification of thermic resistance to heat fluxes were observed.</p>
			</sec>
		</sec>
		<sec id="sec4" sec-type="conclusions">
			<label>4.</label>
			<title>Conclusions</title>
			<p>This work investigated the thermal properties and behavior of plaster block components. An experimental study were carried out: through a thermal chamber, infrared thermography, and normative parameters. The results achieved aimed to advance the studies on the plaster block and contribute to the debate on materials and construction techniques with a focus on the thermal performance of buildings.</p>
			<p>The use of the flowmetry method to obtain the thermal conductivity of the plaster allowed observing values for the high and medium density ranges of plaster blocks. The medium density was around 0.356 W/(m&#xb7;K), very close to the 0.350 W/(m&#xb7;K) value suggested by NBR 15520 (<xref ref-type="bibr" rid="B20">20</xref>). In addition to thermal conductivity, this method allowed the measurement of the thermal resistance for 8 types of solid and hollow plaster blocks. The values were between 0.16 m&#xb2;&#xb7;K/W (50 mm solid block) and 0.30 m&#xb2;&#xb7;K/W (100 mm hollow block).</p>
			<p>The calculation of thermal parameters using NBR 15220 (<xref ref-type="bibr" rid="B20">20</xref>) showed the 100 mm hollow block as the one with the lowest thermal transmittance value; however, it was only 2% smaller than the 100 mm solid block, which in turn has higher values of thermal delay and thermal capacity. Also, the latter showed better thermal behavior in the tests, ending the heating with temperature on the opposite side to the heat around 1.5 &#xb0;C lower than the similar hollow block.</p>
			<p>The thermal chamber developed for this work proved to be efficient for carrying out a heating experiment of test elements of vertical seals. The instrumentation used to control, measure, and record temperature through a dimmer, thermocouple, and digital thermometer with the data logger, respectively, allowed verifying and comparing the behavior of the components, without major failure. From the curves generated every minute during 360 minutes of heating, the different thermal behaviors between the 8 types of plaster blocks were observed. It was possible to conclude that the presence of small voids associated with great thicknesses tends to make these blocks the ones that show superior thermal behavior.</p>
			<p>The calculations of the thermal parameters corroborated with the results of the thermal chamber test, with few variations in the order of performance of the blocks. The use of thermography during the tests proved to be relevant and pertinent since it was possible to visualize the temperature distribution superficially: it expandes the scope of the point analysis obtained by contact thermocouple and digital thermometer. The thermal behavior of the laying joints in the mini-wall test elements was noticed as well as the voids in the elements with the presence of septa or alveoli. Additionally, through thermography, it was possible to qualitatively analyze the distribution of heating from the heat source and the losses from small cracks in the experimental apparatus.</p>
		</sec>
	</body>
	<back>
		<fn-group>
			<title>Author contributions</title>
			<fn fn-type="con" id="fn1">
				<p>Conceptualization: P.I.B. Batista. Data curation: P.I.B. Batista. Formal analysis: P.I.B. Batista, J.H.A. Rocha. Funding acquisition: Y.V. P&#xf3;voas. Investigation: P.I.B. Batista, J.H.A. Rocha. Methodology: P.I.B. Batista, J.H.A. Rocha, Y.V. P&#xf3;voas. Project administration: Y.V. P&#xf3;voas. Resources: Y.V. P&#xf3;voas. Validation: P.I.B. Batista, J.H.A. Rocha Visualization: P.I.B. Batista, J.H.A. Rocha, Y.V. P&#xf3;voas. Writing, original draft: P.I.B. Batista, J.H.A. Rocha. Writing, review &amp; editing: P.I.B. Batista, J.H.A. Rocha, Y.V. P&#xf3;voas.</p>
			</fn>
		</fn-group>
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