<?xml version="1.0" encoding="UTF-8"?><!DOCTYPE article  PUBLIC "-//NLM//DTD Journal Publishing DTD v3.0 20080202//EN" "http://dtd.nlm.nih.gov/publishing/3.0/journalpublishing3.dtd"><article xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" dtd-version="3.0" xml:lang="en" article-type="research article"><front><journal-meta><journal-id journal-id-type="publisher-id">MSA</journal-id><journal-title-group><journal-title>Materials Sciences and Applications</journal-title></journal-title-group><issn pub-type="epub">2153-117X</issn><publisher><publisher-name>Scientific Research Publishing</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.4236/msa.2024.155008</article-id><article-id pub-id-type="publisher-id">MSA-133432</article-id><article-categories><subj-group subj-group-type="heading"><subject>Articles</subject></subj-group><subj-group subj-group-type="Discipline-v2"><subject>Chemistry&amp;Materials Science</subject></subj-group></article-categories><title-group><article-title>
 
 
  Evaluation of the Inhibitory Gel &lt;i&gt;Aloe &lt;/i&gt;&lt;i&gt;vera&lt;/i&gt; against Corrosion of Reinforcement Concrete in NaCl Medium
 
</article-title></title-group><contrib-group><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Malang</surname><given-names>Bodian</given-names></name><xref ref-type="aff" rid="aff1"><sup>1</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Dame</surname><given-names>Keinde</given-names></name><xref ref-type="aff" rid="aff2"><sup>2</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Kinda</surname><given-names>Hannawi</given-names></name><xref ref-type="aff" rid="aff3"><sup>3</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Modou</surname><given-names>Fall</given-names></name><xref ref-type="aff" rid="aff1"><sup>1</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Aveline</surname><given-names>Darquennes</given-names></name><xref ref-type="aff" rid="aff3"><sup>3</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Prince</surname><given-names>William Agbodjan</given-names></name><xref ref-type="aff" rid="aff3"><sup>3</sup></xref></contrib></contrib-group><aff id="aff3"><addr-line>Laboratoire de G&amp;amp;#233;nie Civil et G&amp;amp;#233;nie M&amp;amp;#233;canique (LGCGM), INSA Rennes, Universit&amp;amp;#233; de Rennes, Rennes, France</addr-line></aff><aff id="aff1"><addr-line>Laboratoire de Chimie Physique Organique et d&amp;amp;#8217;Analyse Environnementales (LCPOAE), D&amp;amp;#233;partement de Chimie, Universit&amp;amp;#233; Cheikh Anta Diop de Dakar, Dakar, Senegal</addr-line></aff><aff id="aff2"><addr-line>Civil Engineering Materials Laboratory (LMGC), Ecole Sup&amp;amp;#233;rieure Polytechnique de Dakar (Senegal), Universit&amp;amp;#233; Cheikh Anta Diop, Dakar, S&amp;amp;#233;n&amp;amp;#233;gal</addr-line></aff><pub-date pub-type="epub"><day>27</day><month>05</month><year>2024</year></pub-date><volume>15</volume><issue>05</issue><fpage>101</fpage><lpage>112</lpage><history><date date-type="received"><day>16,</day>	<month>March</month>	<year>2024</year></date><date date-type="rev-recd"><day>25,</day>	<month>May</month>	<year>2024</year>	</date><date date-type="accepted"><day>28,</day>	<month>May</month>	<year>2024</year></date></history><permissions><copyright-statement>&#169; Copyright  2014 by authors and Scientific Research Publishing Inc. </copyright-statement><copyright-year>2014</copyright-year><license><license-p>This work is licensed under the Creative Commons Attribution International License (CC BY). http://creativecommons.org/licenses/by/4.0/</license-p></license></permissions><abstract><p>
 
 
  Most reinforced concrete structures in seaside locations suffer from corrosion damage to the reinforcement, limiting their durability and necessitating costly repairs. To improve their performance and durability, we have investigated in this paper &lt;i&gt;Aloe &lt;/i&gt;&lt;i&gt;vera&lt;/i&gt; extracts as a green corrosion inhibitor for reinforcing steel in NaCl environments. Using electrochemical methods (zero-intensity chronopotentiometry, Tafel lines and electrochemical impedance spectroscopy), this experimental work investigated the effect of these &lt;i&gt;Aloe &lt;/i&gt;&lt;i&gt;vera&lt;/i&gt; (AV) extracts on corrosion inhibition of concrete reinforcing bar (HA, diameter 12mm) immersed in a 0.5M NaCl solution. The results show that &lt;i&gt;Aloe &lt;/i&gt;&lt;i&gt;vera&lt;/i&gt; extracts have an average corrosion-inhibiting efficacy of around 86% at an optimum concentration of 20%.
 
</p></abstract><kwd-group><kwd>Reinforced Concrete</kwd><kwd> Green Inhibitor</kwd><kwd> Corrosion</kwd><kwd> Reinforcement</kwd><kwd> Electrochemical Methods</kwd></kwd-group></article-meta></front><body><sec id="s1"><title>1. Introduction</title><p>Corrosion induced by chloride ions from seawater or sea air is one of the main causes of deterioration in reinforced concrete structures. This problem, which affects the whole world and Senegal in particular, represents a major technological and economic challenge, prompting owners to seek rapid, effective solutions to extend the service life of their structures, ensure user safety and optimize maintenance and repair costs. Several techniques for protecting steel against corrosion are now in use. Among these, the use of corrosion inhibitors offers a cost-effective and user-friendly alternative [<xref ref-type="bibr" rid="scirp.133432-ref1">1</xref>] . Thus, the need for more environmentally acceptable materials has led scientists to introduce new, more environmentally friendly alternative compounds as green inhibitors. Several categories of green inhibitors such as plant extracts, pharmaceutical drugs, ionic liquids, and synthetic inhibitors have become common sources. Plant extracts and oils are the essential source of the wide range of green corrosion inhibitors used in different acidic environments, due to their versatile physical, chemical and biological properties [<xref ref-type="bibr" rid="scirp.133432-ref2">2</xref>] .</p><p>Numerous environmentally friendly inhibitors have been investigated over the last few decades [<xref ref-type="bibr" rid="scirp.133432-ref3">3</xref>] [<xref ref-type="bibr" rid="scirp.133432-ref4">4</xref>] [<xref ref-type="bibr" rid="scirp.133432-ref5">5</xref>] [<xref ref-type="bibr" rid="scirp.133432-ref6">6</xref>] [<xref ref-type="bibr" rid="scirp.133432-ref7">7</xref>] . Al-Turkustani et al. [<xref ref-type="bibr" rid="scirp.133432-ref7">7</xref>] examined alcoholic extracts from the Medicago Sative plant as a corrosion inhibitor to control mild steel corrosion in H<sub>2</sub>SO<sub>4</sub> 2M solution. They demonstrated the performance of the alcoholic extracts using electrochemical techniques. They also found that the extracts acted as mixed inhibitors and obeyed the Langmuir adsorption isotherm. According to the authors, chemical adsorption by charge transfer between the inhibitor molecules and the mild steel substrate emerged as the main corrosion inhibition mechanism. The inhibitory efficacy of aqueous extracts of Citrullus lanatus fruit was estimated at 91% by Dehghani et al. [<xref ref-type="bibr" rid="scirp.133432-ref4">4</xref>] using experimental and theoretical methods. They showed that the presence of C=C and O-H functional groups in the inhibitor’s phytochemicals, such as citrulline, hesperetin, resveratrol and riboflavin, are largely responsible for the inhibitor’s efficacy. Valeriana wallichii root straits have been shown to be highly effective at inhibiting mild steel in acidic environments, due to the presence of several phytochemicals, including naphthoic acid and an iridoid [<xref ref-type="bibr" rid="scirp.133432-ref5">5</xref>] . In recent years, Aloe vera leaf extract has been studied as a corrosion inhibitor due to its greater number of adsorption sites and its ecological character.</p><p>The corrosion-inhibiting properties of Aloe vera (AV) extract have been studied against the corrosion of mild steel [<xref ref-type="bibr" rid="scirp.133432-ref6">6</xref>] , zinc, aluminium [<xref ref-type="bibr" rid="scirp.133432-ref7">7</xref>] [<xref ref-type="bibr" rid="scirp.133432-ref8">8</xref>] [<xref ref-type="bibr" rid="scirp.133432-ref9">9</xref>] and copper [<xref ref-type="bibr" rid="scirp.133432-ref10">10</xref>] in acid solutions. Studies by Al-Turkustani et al. [<xref ref-type="bibr" rid="scirp.133432-ref7">7</xref>] on aqueous aloe extract showed that the extract acts as a good corrosion inhibitor for aluminum in HCl solution. Abiola et al. [<xref ref-type="bibr" rid="scirp.133432-ref11">11</xref>] found that Aloe vera extract inhibited zinc corrosion in 2 M HCl solutions, with an inhibition efficiency of 67% at an extract concentration of 10% v/v. Mehdipour et al. [<xref ref-type="bibr" rid="scirp.133432-ref12">12</xref>] studied the inhibitory action of Aloe vera extract on a stainless steel substrate in a 1 M H<sub>2</sub>SO<sub>4</sub> solution. The results of linear polarization and electrochemical impedance spectroscopy demonstrated the effectiveness of Aloe vera extract with increasing concentration. Singh et al. [<xref ref-type="bibr" rid="scirp.133432-ref13">13</xref>] studied the effect of Aloe vera gel on mild steel corrosion in a 1 M HCl medium. Tafel polarization studies revealed that Aloe vera gel extract acts as a mixed inhibitor. They showed that the inhibitor is absorbed by both physisorption and chemisorption. The inhibitor showed an inhibition efficiency of over 90% and the lowest corrosion rate at an optimum concentration of 200 ppm.</p><p>However, the application of these green inhibitors, plant extracts in general and Aloe vera in particular, as corrosion inhibitors for high-adhesion (HA) concrete reinforcing bars remains little studied or almost non-existent.</p><p>In this study, the corrosion-inhibiting properties of Aloe vera are analyzed by electrochemical methods on a concrete reinforcing bar (HA) immersed in a saline solution (NaCl). The inhibitory efficacy of Aloe vera in NaCl solution is evaluated at levels of 10%, 20%, 30% and 40% relative to the volume of the solution.</p><p>To approximate the environmental conditions of reinforced concrete structures immersed in or in permanent contact with seawater, a solution (NaCl 0.5M) containing chloride ions was used as the aggressive medium.</p></sec><sec id="s2"><title>2. Experimental Protocol</title><sec id="s2_1"><title>2.1. Extraction of the Aloe vera Gel Studied</title><p>The aloe-vera leaf has a bark covering its entire surface. Beneath the bark is a thin vascular layer in the form of a yellow gel. Inside is a white pulp [<xref ref-type="bibr" rid="scirp.133432-ref14">14</xref>] . The leaf structure is shown in <xref ref-type="fig" rid="fig1">Figure 1</xref>.</p><p>Aloe vera extract is used in this study as a corrosion inhibitor for concrete reinforcing steel. The Aloe vera gel extraction protocol is illustrated in <xref ref-type="fig" rid="fig2">Figure 2</xref>.</p><p>The Aloe vera leaves were sourced from a supermarket in France. They were then carefully cleaned and washed with demineralized water. Using a knife, the leaf bark was removed and the pulp was washed with demineralized water. The pulp is then ground using a blender, and the liquid filtered through a 0.80 mm sieve. Finally, the filtrate is poured into a plastic bottle lined with two layers of aluminum foil and stored in a refrigerator at 9˚C.</p><p>Aloe vera gel contains over 70% saccharides and polysaccharides [<xref ref-type="bibr" rid="scirp.133432-ref15">15</xref>] , particularly in the form of linear glucose and mannose chains known as polymannans due to the high presence of mannose. The chemical structures of some of the most important compounds in Aloe vera gel are shown in <xref ref-type="fig" rid="fig3">Figure 3</xref>.</p><p>Aloe vera is composed of several high molecular weight heterocyclic compounds [<xref ref-type="bibr" rid="scirp.133432-ref10">10</xref>] [<xref ref-type="bibr" rid="scirp.133432-ref17">17</xref>] containing numerous oxygen atoms in the functional groups and aromatic ring. In most inhibitors, π-electrons and heteroatoms (e.g., O, N) are responsible for adsorbing inhibitor molecules onto the metal surface and protecting against corrosion [<xref ref-type="bibr" rid="scirp.133432-ref18">18</xref>] .</p></sec><sec id="s2_2"><title>2.2. Sample and Corrosive Solution Preparation</title><p>For corrosion measurements, we used 12 mm diameter high adhesion (HA) rebar. The surface exposed to the aggressive solution is equal to 1.13cm<sup>2</sup> and the rest is covered with epoxy insulation. The surface of the bar is polished with abrasive paper (80 grit), rinsed with distilled water and air-dried before each electrochemical test. A corrosive 0.5M NaCl solution was chosen to simulate sea water.</p></sec><sec id="s2_3"><title>2.3. Electrochemical Methods</title><p>The experimental set-up used for electrochemical testing is illustrated in <xref ref-type="fig" rid="fig4">Figure 4</xref>, and comprises a Potentiostat/Galvanostat connected to an electrochemical cell and controlled by a computer running EC-Lab software. It displays the evolution of the various curves and automatically provides the electrochemical parameters.</p><p>The cell consists of a working electrode (WE, HA steel bar), a counter electrode (CE, stainless steel rod) and a saturated calomel reference electrode (RE, SCE).</p><p>Measurements begin by monitoring the open-circuit free corrosion potential (OCP) until a quasi-stationary regime is established after 6 hours. Tafel polarization measurements are then started, with a potential sweep around this OCP value. The sweep is performed in a potential range between −0.25 V and +0.25 V/OCP at a speed of 0.1 mV/s. The inhibitory efficiency is calculated from the polarization resistances according to the following formula [<xref ref-type="bibr" rid="scirp.133432-ref19">19</xref>] :</p><p>IE = i cor − i cor o i cor &#215; 100</p><p>with i cor o and i cor are the current density in the absence and presence of inhibitor, respectively.</p><p>Impedance measurements were carried out at free-corrosion potential with an amplitude of 15 mV. Potential sweeps are performed at variable frequencies in the range 200 kHz - 10 mHz with 5 points/decade. All electrochemical curves are recorded using EC-Lab software, which is used to find the equivalent electrical circuit and its various components. Inhibitory efficacy was evaluated using equation [<xref ref-type="bibr" rid="scirp.133432-ref19">19</xref>] :</p><p>IE = R ct − R ct o R ct &#215; 100</p><p>R ct o and R ct represent the charge transfer resistance in the absence and presence of inhibitor, respectively.</p></sec></sec><sec id="s3"><title>3. Results and Discussion</title><sec id="s3_1"><title>3.1. Monitoring Corrosion Potential</title><p><xref ref-type="fig" rid="fig5">Figure 5</xref> shows corrosion potential monitoring in the absence and presence of different inhibitor concentrations in a corrosive NaCl solution for 6 hours at 20˚C. Examination of <xref ref-type="fig" rid="fig5">Figure 5</xref> shows that the addition of inhibitor shifts the corrosion potential towards anodic values.</p><p>In the absence of inhibitor in the corrosive solution, the corrosion potential monitoring curve shows two phases. The first is marked by a decrease in corrosion potential in the first few seconds, from −0.64 V/SCE to −0.72 V/SCE, before stabilizing after 1 h 45 mins. This decrease is attributed to metal dissolution. The second phase is characterized by numerous disturbances on the curve which can be attributed to corrosion of the sample with the formation of corrosion products.</p><p>In the presence of Aloe vera in the NaCl solution, there is a considerable reduction in the first phase (from 0 to around 25 min.), i.e. a decrease in metal dissolution. The disturbances seem to stabilize in the presence of aloe vera, indicating a probable protection of the framework by partial adsorption of Aloe vera molecules on the bar surface.</p><p>Nevertheless, we note that a non-stationary regime was established after 6 h. Tafel polarization and electrochemical impedance spectroscopy measurements are carried out after 6h of zero-current armature holding in the different solutions.</p></sec><sec id="s3_2"><title>3.2. Tafel Polarization</title><p><xref ref-type="fig" rid="fig6">Figure 6</xref> illustrates the polarization curves of rebar exposed to 0.5 M NaCl solution and different contents (10% to 40%) of Aloe vera plant extract for 6 h. Tafel polarization parameters such as polarization resistance (R<sub>p</sub>), free corrosion potential (E<sub>cor</sub>), corrosion current density (i<sub>corr</sub>), Tafel anodic slope (βa) and Tafel cathodic slope (βc) are presented in <xref ref-type="table" rid="table1">Table 1</xref>.</p><p>The polarization curves show that the presence of Aloe vera extract in the salt solution reduces the anodic and cathodic current intensities. The inhibitory effect of Aloe vera is most pronounced at the 20% level. This grade has the lowest cathodic and anodic branch intensities. In fact, in the presence of inhibiting molecules, a protective layer could form on the surface, blocking the active sites and modifying the surface state. This would lead to a shift of the anodic and/or cathodic branches towards lower current densities [<xref ref-type="bibr" rid="scirp.133432-ref20">20</xref>] . In addition, corrosion potentials shift towards less negative values (anodic side) compared to the control. These findings confirm the anodic character of aloe vera.</p><table-wrap id="table1" ><label><xref ref-type="table" rid="table1">Table 1</xref></label><caption><title> Potentiodynamic polarization parameters of rebar (HA) in the absence and presence of the inhibitor studied</title></caption><table><tbody><thead><tr><th align="center" valign="middle" >Contents Parameters</th><th align="center" valign="middle" >ref</th><th align="center" valign="middle" >10% Aloe vera</th><th align="center" valign="middle" >20% Aloe vera</th><th align="center" valign="middle" >30% Aloe vera</th><th align="center" valign="middle" >40% Aloe vera</th></tr></thead><tr><td align="center" valign="middle" >R<sub>p</sub> (kΩ∙cm<sup>2</sup> )</td><td align="center" valign="middle" >2.586</td><td align="center" valign="middle" >10.576</td><td align="center" valign="middle" >28.084</td><td align="center" valign="middle" >19.782</td><td align="center" valign="middle" >11.495</td></tr><tr><td align="center" valign="middle" >E<sub>cor</sub> (mV)</td><td align="center" valign="middle" >−688.402</td><td align="center" valign="middle" >−584.677</td><td align="center" valign="middle" >−602.182</td><td align="center" valign="middle" >−600.678</td><td align="center" valign="middle" >−600.071</td></tr><tr><td align="center" valign="middle" >i<sub>cor</sub> (μA/cm)<sup>2</sup></td><td align="center" valign="middle" >8.670</td><td align="center" valign="middle" >2.383</td><td align="center" valign="middle" >1.391</td><td align="center" valign="middle" >2.164</td><td align="center" valign="middle" >3.242</td></tr><tr><td align="center" valign="middle" >β<sub>a</sub> (mV)</td><td align="center" valign="middle" >59.172</td><td align="center" valign="middle" >42.005</td><td align="center" valign="middle" >50.004</td><td align="center" valign="middle" >51.091</td><td align="center" valign="middle" >49.4</td></tr><tr><td align="center" valign="middle" >β<sub>c</sub> (mV)</td><td align="center" valign="middle" >395.894</td><td align="center" valign="middle" >284.182</td><td align="center" valign="middle" >349.091</td><td align="center" valign="middle" >342.002</td><td align="center" valign="middle" >349.670</td></tr><tr><td align="center" valign="middle" >V<sub>cor</sub> (mm/year)</td><td align="center" valign="middle" >0.102</td><td align="center" valign="middle" >0.027</td><td align="center" valign="middle" >0.016</td><td align="center" valign="middle" >0.025</td><td align="center" valign="middle" >0.036</td></tr><tr><td align="center" valign="middle" >EI (%)</td><td align="center" valign="middle" >-</td><td align="center" valign="middle" >72.485</td><td align="center" valign="middle" >83.896</td><td align="center" valign="middle" >75.102</td><td align="center" valign="middle" >62.302</td></tr></tbody></table></table-wrap><p>Cathodic polarization curves show a slight decrease in current densities in the presence of the inhibitor. However, negligible changes in Tafel slopes are observed in the presence of Aloe vera compared to the uninhibited solution. This shows that the reduction reaction at the steel surface is not altered by the addition of Aloe vera. The decrease in cathodic current density in the presence of Aloe vera extract could be linked to a blocking of cathodic sites without altering the oxygen reduction reaction.</p><p>In contrast to the evolution of cathodic branches, a decrease in anodic current densities is observed for solutions containing the inhibitor. This behavior is similar to that observed by Linter and Burstein [<xref ref-type="bibr" rid="scirp.133432-ref21">21</xref>] . It is clear from <xref ref-type="table" rid="table1">Table 1</xref> that the addition of Aloe vera extract to the NaCl solution resulted in a decrease in current density and corrosion rate compared to the solution without the inhibitor. Polarization resistance increased from 2.6 kΩ∙cm<sup>2</sup> (control) to 28 kΩ∙cm<sup>2</sup> for a 20% content, corresponding to the highest efficiency of 90.4%.</p></sec><sec id="s3_3"><title>3.3. Electrochemical Impedance Spectroscopy (EIS)</title><p>The corresponding EIS spectra, illustrated in <xref ref-type="fig" rid="fig7">Figure 7</xref>, show a single capacitive loop, indicating that charge transfer is the dominant phenomenon controlling the corrosion process in the absence and presence of different levels of Aloe vera extract [<xref ref-type="bibr" rid="scirp.133432-ref12">12</xref>] .</p><p>The diameter of the semicircles is greater in the presence of Aloe vera extract, indicating better resistance to charge transfer (Rtc) in the presence of Aloe vera extract. However, a higher charge transfer resistance was observed for 20% aloe vera. The equivalent electrical circuit adopted for simulating electrochemical impedance diagrams is shown in <xref ref-type="fig" rid="fig8">Figure 8</xref>, and comprises a solution resistor (R<sub>s</sub> ) connected in series with a constant phase element (CPE) connected in parallel with a charge transfer resistor (Rtc). Parameters extracted from EIS data in the presence and absence of Aloe vera are shown in <xref ref-type="table" rid="table2">Table 2</xref>.</p><p>The double-layer capacity is determined from the following equation [<xref ref-type="bibr" rid="scirp.133432-ref22">22</xref>] :</p><p>C dl = ( RQ ) 1 / n R</p><p>Q is used to characterize the EPC according to the values of the coefficient n and to take into account the non-ideal behavior of the capacitance if its value is close to unity.</p><table-wrap id="table2" ><label><xref ref-type="table" rid="table2">Table 2</xref></label><caption><title> Impedance parameters for rebar in the absence and presence of the inhibitor studied</title></caption><table><tbody><thead><tr><th align="center" valign="middle" >Contents Parameters</th><th align="center" valign="middle" >Ref</th><th align="center" valign="middle" >10% Aloe vera</th><th align="center" valign="middle" >20% Aloe vera</th><th align="center" valign="middle" >30% Aloe vera</th><th align="center" valign="middle" >40% Aloe vera</th></tr></thead><tr><td align="center" valign="middle" >C<sub>dl</sub> &#215; 10<sup>−5</sup> (F∙cm)<sup>−2 </sup></td><td align="center" valign="middle" >71.134</td><td align="center" valign="middle" >53.192</td><td align="center" valign="middle" >50.876</td><td align="center" valign="middle" >46.902</td><td align="center" valign="middle" >68.196</td></tr><tr><td align="center" valign="middle" >n</td><td align="center" valign="middle" >0.928</td><td align="center" valign="middle" >0.705</td><td align="center" valign="middle" >0.643</td><td align="center" valign="middle" >0.810</td><td align="center" valign="middle" >0.858</td></tr><tr><td align="center" valign="middle" >Rct (Ω∙cm<sup>2</sup>)</td><td align="center" valign="middle" >3.510</td><td align="center" valign="middle" >18.521</td><td align="center" valign="middle" >29.015</td><td align="center" valign="middle" >13.364</td><td align="center" valign="middle" >13.508</td></tr><tr><td align="center" valign="middle" >EI (%)</td><td align="center" valign="middle" >-</td><td align="center" valign="middle" >81.102</td><td align="center" valign="middle" >87.865</td><td align="center" valign="middle" >73.885</td><td align="center" valign="middle" >74.001</td></tr></tbody></table></table-wrap><p>Values of the empirical coefficient n are close to 1 and range from 0.643 to 0.928. In these cases, EPC can be equated with pure capacitance, with deviation from unity reflecting surface inhomogeneities [<xref ref-type="bibr" rid="scirp.133432-ref23">23</xref>] . Charge transfer resistances are greater in the presence of Aloe vera extract than in the absence of aloe vera. This reflects a decrease in the kinetics of electrochemical reactions in the presence of aloe vera. Charge transfer resistances initially increased from 3.5 for control to 18.5 Ω∙cm<sup>2</sup> for 10% aloe and then to 29.0 Ω∙cm<sup>2</sup> for 20% aloe vera. In a second phase, charge transfer resistances decreased for 30% (13.4 Ω∙cm<sup>2</sup>) and 40% (12.5 Ω∙cm<sup>2</sup>). This variation indicates a maximum value of 29 Ω∙cm<sup>2</sup> which corresponds to the optimum content of 20% for which the best inhibition efficiency of 80.7% is recorded. Finally, in parallel with the increase in charge transfer resistance in the presence of the inhibitor, we observe a decrease in double-layer capacity, reflecting adsorption of the inhibitor to the metal surface [<xref ref-type="bibr" rid="scirp.133432-ref13">13</xref>] .</p></sec><sec id="s3_4"><title>3.4. Surface Characterization Using a Zoom Device</title><p><xref ref-type="fig" rid="fig9">Figure 9</xref> shows photos of the samples after corrosion testing. An orange-colored layer formed on the surface of the reinforcement in the absence of Aloe vera (NaCl + 0% aloe vera). This could be attributed to corrosion products. On the other hand, in the presence of aloe vera, a layer of Aloe vera (AV) products was partially formed on the surface of the reinforcement. The image of the surface of the framework containing a 20% content reveals an almost uniform layer of Aloe vera products. These visual results are in agreement with the electrochemical results.</p><p>The absorption mechanism proposed by Mehdipour, shown in <xref ref-type="fig" rid="fig1">Figure 1</xref>0, illustrates the corrosion and corrosion inhibition process of Aloe vera extracts. Considering that the surface of the framework in the NaCl solution is largely positively charged [<xref ref-type="bibr" rid="scirp.133432-ref24">24</xref>] , an attractive force would be created between the Cl<sup>−</sup> ions in the solution and the metal surface. The inhibitor being active anticorrosive would also be attracted to the electrode surface by electrostatic force between the positively charged surface and the O atoms or π electrons of the heterocyclic ring. This mechanism well explains the behavior of anodic slopes and the decrease in doubling capacity through the formation of inhibitory complexes, blocking anodic sites (Fe → Fe<sup>2+</sup> + 2e<sup>−</sup>). It has been shown that physical adsorption could be the crucial step that could then accelerate the formation of the</p><p>inhibitor complex on the metal surface [<xref ref-type="bibr" rid="scirp.133432-ref25">25</xref>] . The strong presence of oxygenated functional groups and heterocyclic groups with π electrons in Aloe vera molecules will contribute to the protective mechanism [<xref ref-type="bibr" rid="scirp.133432-ref13">13</xref>] . Studies have mentioned that aloe vera’s anticorrosive properties may be due to Aloe vera components such as aloin and aloe-emodin [<xref ref-type="bibr" rid="scirp.133432-ref9">9</xref>] .</p></sec></sec><sec id="s4"><title>4. Conclusions</title><p>The corrosion-inhibiting effect of Aloe vera was studied using electrochemical methods and image characterization on rebar (HA, diameter 12 mm) immersed in saline solution in the presence and absence of aloe vera.</p><p>Firstly, the results of polarization tests (Tafel method) showed that this inhibitor acts as an anodic inhibitor, with an efficiency of around 84% for an optimum concentration of 20%. The evolution of impedance diagrams in the Nyquist plane as a function of natural inhibitor concentrations confirms the formation of a protective layer, resulting in an increase in charge transfer resistance together with a decrease in double-layer capacitance.</p><p>The surface characterization study of the photographed steel revealed the presence of a layer of orange-colored corrosion products when the steel was immersed in the saline solution and in the absence of Aloe vera. In the presence of the inhibitor in the saline solution, a layer of Aloe vera products partially formed on the surface of the reinforcement. The image of the surface of the framework containing a 20% content reveals an almost uniform layer of Aloe vera products.</p></sec><sec id="s5"><title>Conflicts of Interest</title><p>The authors declare no conflicts of interest regarding the publication of this paper.</p></sec><sec id="s6"><title>Cite this paper</title><p>Bodian, M., Keinde, D., Hannawi, K., Fall, M., Darquennes, A. and Agbodjan, P.W. (2024) Evaluation of the Inhibitory Gel Aloe vera against Corrosion of Reinforcement Concrete in NaCl Medium. 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