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<article xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" article-type="research-article" dtd-version="1.4" xml:lang="en">
  <front>
    <journal-meta>
      <journal-id journal-id-type="publisher-id">ojapps</journal-id>
      <journal-title-group>
        <journal-title>Open Journal of Applied Sciences</journal-title>
      </journal-title-group>
      <issn pub-type="epub">2165-3925</issn>
      <issn pub-type="ppub">2165-3917</issn>
      <publisher>
        <publisher-name>Scientific Research Publishing</publisher-name>
      </publisher>
    </journal-meta>
    <article-meta>
      <article-id pub-id-type="doi">10.4236/ojapps.2026.169180</article-id>
      <article-id pub-id-type="publisher-id">ojapps-153900</article-id>
      <article-categories>
        <subj-group>
          <subject>Article</subject>
        </subj-group>
        <subj-group>
          <subject>Biomedical</subject>
          <subject>Life Sciences</subject>
          <subject>Chemistry</subject>
          <subject>Materials Science</subject>
          <subject>Computer Science</subject>
          <subject>Communications</subject>
          <subject>Engineering</subject>
          <subject>Physics</subject>
          <subject>Mathematics</subject>
        </subj-group>
      </article-categories>
      <title-group>
        <article-title>Prediction of the Fatigue Life of the Traction Arm on the New Holland TT75 Tractor in Service in Chad</article-title>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <contrib-id contrib-id-type="orcid">0009-0009-8531-9988</contrib-id>
          <name name-style="western">
            <surname>Sindang</surname>
            <given-names>Djondang</given-names>
          </name>
          <xref ref-type="aff" rid="aff1">1</xref>
          <xref ref-type="aff" rid="aff2">2</xref>
        </contrib>
        <contrib contrib-type="author">
          <name name-style="western">
            <surname>Sehoret</surname>
            <given-names>Tchoudang</given-names>
          </name>
          <xref ref-type="aff" rid="aff1">1</xref>
          <xref ref-type="aff" rid="aff2">2</xref>
        </contrib>
        <contrib contrib-type="author">
          <name name-style="western">
            <surname>Ouinra</surname>
            <given-names>Kinet</given-names>
          </name>
          <xref ref-type="aff" rid="aff1">1</xref>
        </contrib>
        <contrib contrib-type="author">
          <name name-style="western">
            <surname>Bianzeubé</surname>
            <given-names>Tikri</given-names>
          </name>
          <xref ref-type="aff" rid="aff1">1</xref>
        </contrib>
      </contrib-group>
      <aff id="aff1"><label>1</label> Laboratory of Study and Research in Industrial Technology, Faculty of Applied Sciences, University of N’Djamena, N’Djamena, Chad </aff>
      <aff id="aff2"><label>2</label> Laboratory of Structural Mechanics and Resistance of Mateiraux, Polytechnic University of Mongo, Mongo, Chad </aff>
      <author-notes>
        <fn fn-type="conflict" id="fn-conflict">
          <p>The authors declare no conflicts of interest regarding the publication of this paper.</p>
        </fn>
      </author-notes>
      <pub-date pub-type="epub">
        <day>07</day>
        <month>09</month>
        <year>2026</year>
      </pub-date>
      <pub-date pub-type="collection">
        <month>09</month>
        <year>2026</year>
      </pub-date>
      <volume>16</volume>
      <issue>09</issue>
      <fpage>3294</fpage>
      <lpage>3301</lpage>
      <history>
        <date date-type="received">
          <day>28</day>
          <month>07</month>
          <year>2026</year>
        </date>
        <date date-type="accepted">
          <day>14</day>
          <month>09</month>
          <year>2026</year>
        </date>
        <date date-type="published">
          <day>17</day>
          <month>09</month>
          <year>2026</year>
        </date>
      </history>
      <permissions>
        <copyright-statement>© 2026 by the authors and Scientific Research Publishing Inc.</copyright-statement>
        <copyright-year>2026</copyright-year>
        <license license-type="open-access">
          <license-p> This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license ( <ext-link ext-link-type="uri" xlink:href="https://creativecommons.org/licenses/by/4.0/">https://creativecommons.org/licenses/by/4.0/</ext-link> ). </license-p>
        </license>
      </permissions>
      <self-uri content-type="doi" xlink:href="https://doi.org/10.4236/ojapps.2026.169180">https://doi.org/10.4236/ojapps.2026.169180</self-uri>
      <abstract>
        <p>This study focuses on the prediction of the fatigue life of the traction arm on the New Holland TT75 tractor, which is used under difficult agricultural conditions in Chad. Using finite element simulations on ABAQUS/CAE 2017 and of analysis of the S-N curve for S235JR steel, we estimated the fatigue life under loads cyclic in traction. The equivalent stresses are calculated using Goodman’s equation and then compared to the experimental data extracted by PlotDigitizer. The linear Miner, nonlinear Tikri and Lemaitre-Chaboche damage cumul models are applied without overloads to evaluate fatigue strength and generate Gassner curves. The results highlight the sensitivity of the current arms and underscore the value of geometric optimizations.</p>
      </abstract>
      <kwd-group kwd-group-type="author-generated" xml:lang="en">
        <kwd>Fatigue</kwd>
        <kwd>ABAQUS</kwd>
        <kwd>New Holland TT75</kwd>
        <kwd>Traction Arm</kwd>
        <kwd>Goodman</kwd>
        <kwd>Miner</kwd>
        <kwd>Tikri</kwd>
        <kwd>Lemaitre-Chaboche and Life</kwd>
      </kwd-group>
    </article-meta>
  </front>
  <body>
    <sec id="sec1">
      <title>1. Introduction</title>
      <p>The study of the fatigue life prediction for the traction arms of the New Holland TT75 tractor concentrates on the finite life domain. She uses simulations in ABAQUS/CAE 2017 to determine the maximum stresses experienced by the S235JR steel traction arms under different applied pressure [<xref ref-type="bibr" rid="B1">1</xref>]. To estimate the experimental life, the equivalent stresses are calculated from the maximum stresses using Goodman’s equation to correct for the effect of the average stress [<xref ref-type="bibr" rid="B2">2</xref>]-[<xref ref-type="bibr" rid="B4">4</xref>], and then compared to the values on the S-N curve for S235JR steel. Equalization can be used to estimate the number of cycles for fatigue initiation. The S-N curve data were extracted using the PlotDigitizer 2.6.8 software [<xref ref-type="bibr" rid="B5">5</xref>][<xref ref-type="bibr" rid="B6">6</xref>].</p>
      <p>The combination of numerical simulations and experimental data offers a precise estimate. The structured approach evaluates resistance and fatigue life without overloads, using the Palmgren-Miner law, the Tikri model, and the Lemaitre-Chaboche model. For purely repetitive traction with constant amplitude, the cumulative damage model reduces to n/N, but remains useful for quantifying damage and keeping a general calculation framework.</p>
      <p>These methods generate Gassner curves and Relative Prediction Errors (RPE) presented as histograms.</p>
      <p>No uncertainty analysis, validation dataset, statistical comparison, or p-values are reported; the stated “experimental” lives are digitized from a published S-N curve rather than independent tests.</p>
    </sec>
    <sec id="sec2">
      <title>2. Literature Review</title>
      <p>The fatigue of agricultural mechanical components subjected to variable cyclic loads is a major challenge reliability [<xref ref-type="bibr" rid="B1">1</xref>]. The Palmgren-Miner law [<xref ref-type="bibr" rid="B7">7</xref>][<xref ref-type="bibr" rid="B8">8</xref>], a linear cumulative damage law, remains the most used, although it has limitations when applied to complex loads [<xref ref-type="bibr" rid="B9">9</xref>]. Nonlinear models, similar to those proposed by Tikri [<xref ref-type="bibr" rid="B10">10</xref>] or Lemaitre and Chaboche [<xref ref-type="bibr" rid="B11">11</xref>], improve accuracy by incorporating load interactions and sequence effects [<xref ref-type="bibr" rid="B12">12</xref>][<xref ref-type="bibr" rid="B13">13</xref>].</p>
      <p>The S235JR steel, generally used in structural applications, presents a well-documented S-N (Wöhler) curve, divided into oligocyclic, finite-life, and endurance zones [<xref ref-type="bibr" rid="B5">5</xref>][<xref ref-type="bibr" rid="B6">6</xref>][<xref ref-type="bibr" rid="B14">14</xref>]. Previous studies on the TT75 traction arms have shown stress concentrations at the central hole, motivating geometric optimizations [<xref ref-type="bibr" rid="B1">1</xref>]. This work demonstrates the importance of a refined analysis under actual operating conditions in Chad.</p>
      <p>The Goodman equation corrects for the effects of average stress in repeated loading [<xref ref-type="bibr" rid="B2">2</xref>]-[<xref ref-type="bibr" rid="B4">4</xref>][<xref ref-type="bibr" rid="B15">15</xref>].</p>
    </sec>
    <sec id="sec3">
      <title>3. Materials and Methods</title>
      <p>The geometric model and load orientation considered here are identical to those of the actual arm (BA) of the New Holland TT75 tractor described by Djondang <italic>et al</italic>. [<xref ref-type="bibr" rid="B1">1</xref>].</p>
      <p>Material: S235JR steel (E = 200 GPa, ν = 0.3) [<xref ref-type="bibr" rid="B6">6</xref>][<xref ref-type="bibr" rid="B14">14</xref>]. </p>
      <p>Modeling: Finite element simulations on ABAQUS/CAE 2017 with an adapted mesh (C3D8R elements). Approximate global mesh size equal to 0.2 was chosen for the structure. </p>
      <p>The applied pressures, ranging from 90 to 125 MPa, were selected to generate equivalent stresses in the fatigue limit region, in accordance with the limited range of our study. Load ratio is R = 0.</p>
      <sec id="sec3dot1">
        <title>3.1. Cycle of Repeated Stress in Traction</title>
        <p>When considering only the effects of repeated periodic traction stresses experienced by the traction arms, the stress variations oscillate between the maximum value (<italic>σ</italic><sub>max</sub>) and a minimum value of zero (<italic>σ</italic><sub>min</sub> = 0); see <xref ref-type="fig" rid="fig1">Figure 1</xref>.</p>
        <fig id="fig1">
          <label>Figure 1</label>
          <graphic xlink:href="https://html.scirp.org/file/2313920-rId17.jpeg?20260917092816" />
        </fig>
        <p><bold>Figure 1</bold><bold>.</bold> Repeated traction stress [<xref ref-type="bibr" rid="B16">16</xref>][<xref ref-type="bibr" rid="B17">17</xref>]. </p>
        <p><italic>σ</italic><sub>max</sub>(or S<sub>11max</sub>) the maximum stress (in MPa);</p>
        <p>Calculation of equivalent stresses: Goodman’s standard equation.</p>
        <disp-formula id="FD1">
          <mml:math display="inline">
            <mml:mrow>
              <mml:msub>
                <mml:mi>σ</mml:mi>
                <mml:mn>0</mml:mn>
              </mml:msub>
              <mml:mo>=</mml:mo>
              <mml:mfrac>
                <mml:mrow>
                  <mml:msub>
                    <mml:mi>σ</mml:mi>
                    <mml:mi>a</mml:mi>
                  </mml:msub>
                </mml:mrow>
                <mml:mrow>
                  <mml:mrow>
                    <mml:mo>(</mml:mo>
                    <mml:mrow>
                      <mml:mn>1</mml:mn>
                      <mml:mo>−</mml:mo>
                      <mml:mfrac>
                        <mml:mrow>
                          <mml:msub>
                            <mml:mi>σ</mml:mi>
                            <mml:mi>m</mml:mi>
                          </mml:msub>
                        </mml:mrow>
                        <mml:mrow>
                          <mml:msub>
                            <mml:mi>R</mml:mi>
                            <mml:mi>m</mml:mi>
                          </mml:msub>
                        </mml:mrow>
                      </mml:mfrac>
                    </mml:mrow>
                    <mml:mo>)</mml:mo>
                  </mml:mrow>
                </mml:mrow>
              </mml:mfrac>
            </mml:mrow>
          </mml:math>
        </disp-formula>
        <p><italic>R</italic><italic><sub>m</sub></italic>: the maximum traction stress indicated by the SN curve for S235JR steel;</p>
        <p><italic>σ</italic><italic><sub>m</sub></italic>: the mean stress (in MPa);</p>
        <p><italic>σ</italic><italic><sub>a</sub></italic>: the stress amplitude (in MPa).</p>
      </sec>
      <sec id="sec3dot2">
        <title>3.2. Wöhler S-N Curve for S235JR Steel</title>
        <p>Extraction of S-N data: PlotDigitizer 2.6.8 on the Wöhler curve of S235JR steel (<xref ref-type="fig" rid="fig2">Figure 2</xref>).</p>
        <fig id="fig2">
          <label>Figure 2</label>
          <graphic xlink:href="https://html.scirp.org/file/2313920-rId20.jpeg?20260917092816" />
        </fig>
        <p><bold>Figure 2</bold><bold>.</bold> Wöhler curve of S235JR steel [<xref ref-type="bibr" rid="B5">5</xref>]. </p>
        <p>The digitized S-N curve provides reference data rather than experimental validation of the TT75 traction arm; reserve “experimental” for fatigue tests performed on the relevant material or component.</p>
      </sec>
      <sec id="sec3dot3">
        <title>3.3. Life Duration Prediction</title>
        <p>3.3.1. Miner’s Law (Linear)</p>
        <p>Linear equation on a log-log scale for the prediction of life duration from the Miner’s law.</p>
        <disp-formula id="FD2">
          <mml:math display="inline">
            <mml:mrow>
              <mml:msub>
                <mml:mi>N</mml:mi>
                <mml:mi>r</mml:mi>
              </mml:msub>
              <mml:mo>=</mml:mo>
              <mml:mn>10</mml:mn>
              <mml:mo>⋅</mml:mo>
              <mml:msup>
                <mml:mrow>
                  <mml:mrow>
                    <mml:mo>(</mml:mo>
                    <mml:mrow>
                      <mml:mfrac>
                        <mml:mrow>
                          <mml:msub>
                            <mml:mi>σ</mml:mi>
                            <mml:mn>0</mml:mn>
                          </mml:msub>
                        </mml:mrow>
                        <mml:mrow>
                          <mml:mn>0.9</mml:mn>
                          <mml:msub>
                            <mml:mi>R</mml:mi>
                            <mml:mi>m</mml:mi>
                          </mml:msub>
                        </mml:mrow>
                      </mml:mfrac>
                    </mml:mrow>
                    <mml:mo>)</mml:mo>
                  </mml:mrow>
                </mml:mrow>
                <mml:mrow>
                  <mml:mfrac>
                    <mml:mrow>
                      <mml:mi>log</mml:mi>
                      <mml:msup>
                        <mml:mrow>
                          <mml:mn>5.10</mml:mn>
                        </mml:mrow>
                        <mml:mn>6</mml:mn>
                      </mml:msup>
                      <mml:mo>−</mml:mo>
                      <mml:mn>1</mml:mn>
                    </mml:mrow>
                    <mml:mrow>
                      <mml:mi>log</mml:mi>
                      <mml:mfrac>
                        <mml:mrow>
                          <mml:mi>σ</mml:mi>
                          <mml:msup>
                            <mml:mi>D</mml:mi>
                            <mml:mo>′</mml:mo>
                          </mml:msup>
                        </mml:mrow>
                        <mml:mrow>
                          <mml:mn>0.9</mml:mn>
                          <mml:msub>
                            <mml:mi>R</mml:mi>
                            <mml:mi>m</mml:mi>
                          </mml:msub>
                        </mml:mrow>
                      </mml:mfrac>
                    </mml:mrow>
                  </mml:mfrac>
                </mml:mrow>
              </mml:msup>
            </mml:mrow>
          </mml:math>
        </disp-formula>
        <p><italic>N</italic><italic><sub>r</sub></italic>: the number of life cycles necessary for the initiation of a crack;</p>
        <p><italic>σ</italic><italic><sub>D</sub></italic>: limits of endurance indicated by the S-N curve for S235JR steel.</p>
        <p>3.3.2. Tikri Model (Nonlinear) </p>
        <disp-formula id="FD3">
          <mml:math display="inline">
            <mml:mrow>
              <mml:msub>
                <mml:mi>N</mml:mi>
                <mml:mrow>
                  <mml:mi>r</mml:mi>
                  <mml:mi>j</mml:mi>
                </mml:mrow>
              </mml:msub>
              <mml:mo>=</mml:mo>
              <mml:mfrac>
                <mml:mn>1</mml:mn>
                <mml:mrow>
                  <mml:mi>a</mml:mi>
                  <mml:msubsup>
                    <mml:mi>M</mml:mi>
                    <mml:mn>0</mml:mn>
                    <mml:mrow>
                      <mml:mo>−</mml:mo>
                      <mml:mn>0.5</mml:mn>
                      <mml:mi>β</mml:mi>
                    </mml:mrow>
                  </mml:msubsup>
                  <mml:mrow>
                    <mml:mo>(</mml:mo>
                    <mml:mrow>
                      <mml:mn>1</mml:mn>
                      <mml:mo>+</mml:mo>
                      <mml:mi>β</mml:mi>
                    </mml:mrow>
                    <mml:mo>)</mml:mo>
                  </mml:mrow>
                </mml:mrow>
              </mml:mfrac>
              <mml:mo>⋅</mml:mo>
              <mml:msup>
                <mml:mrow>
                  <mml:mrow>
                    <mml:mo>(</mml:mo>
                    <mml:mrow>
                      <mml:mfrac>
                        <mml:mrow>
                          <mml:msub>
                            <mml:mi>σ</mml:mi>
                            <mml:mrow>
                              <mml:mi>max</mml:mi>
                            </mml:mrow>
                          </mml:msub>
                        </mml:mrow>
                        <mml:mrow>
                          <mml:msqrt>
                            <mml:mrow>
                              <mml:mn>1</mml:mn>
                              <mml:mo>−</mml:mo>
                              <mml:mfrac>
                                <mml:mrow>
                                  <mml:msub>
                                    <mml:mi>σ</mml:mi>
                                    <mml:mrow>
                                      <mml:mi>max</mml:mi>
                                    </mml:mrow>
                                  </mml:msub>
                                </mml:mrow>
                                <mml:mrow>
                                  <mml:mn>2</mml:mn>
                                  <mml:mi>A</mml:mi>
                                  <mml:mo>.</mml:mo>
                                  <mml:msub>
                                    <mml:mi>R</mml:mi>
                                    <mml:mi>m</mml:mi>
                                  </mml:msub>
                                </mml:mrow>
                              </mml:mfrac>
                            </mml:mrow>
                          </mml:msqrt>
                        </mml:mrow>
                      </mml:mfrac>
                    </mml:mrow>
                    <mml:mo>)</mml:mo>
                  </mml:mrow>
                </mml:mrow>
                <mml:mrow>
                  <mml:mo>−</mml:mo>
                  <mml:mi>β</mml:mi>
                </mml:mrow>
              </mml:msup>
            </mml:mrow>
          </mml:math>
        </disp-formula>
        <p><italic>N</italic><italic><sub>rj</sub></italic>: estimated life cycle at crack initiation;</p>
        <p><italic>a</italic>, <italic>β</italic>, A and <italic>M</italic><sub>0</sub> are the constants of the materials.</p>
        <p>3.3.3. Lemaitre-Chaboche Model (Nonlinear)</p>
        <disp-formula id="FD4">
          <mml:math display="inline">
            <mml:mrow>
              <mml:msub>
                <mml:mi>N</mml:mi>
                <mml:mrow>
                  <mml:mi>f</mml:mi>
                  <mml:mi>j</mml:mi>
                </mml:mrow>
              </mml:msub>
              <mml:mo>=</mml:mo>
              <mml:mfrac>
                <mml:mn>1</mml:mn>
                <mml:mrow>
                  <mml:mi>a</mml:mi>
                  <mml:msubsup>
                    <mml:mi>M</mml:mi>
                    <mml:mn>0</mml:mn>
                    <mml:mrow>
                      <mml:mo>−</mml:mo>
                      <mml:mi>β</mml:mi>
                    </mml:mrow>
                  </mml:msubsup>
                  <mml:mrow>
                    <mml:mo>(</mml:mo>
                    <mml:mrow>
                      <mml:mn>1</mml:mn>
                      <mml:mo>+</mml:mo>
                      <mml:mi>β</mml:mi>
                    </mml:mrow>
                    <mml:mo>)</mml:mo>
                  </mml:mrow>
                  <mml:msub>
                    <mml:mi>K</mml:mi>
                    <mml:mi>j</mml:mi>
                  </mml:msub>
                </mml:mrow>
              </mml:mfrac>
              <mml:mo>⋅</mml:mo>
              <mml:msup>
                <mml:mrow>
                  <mml:mrow>
                    <mml:mo>(</mml:mo>
                    <mml:mrow>
                      <mml:mfrac>
                        <mml:mrow>
                          <mml:mn>1</mml:mn>
                          <mml:mo>−</mml:mo>
                          <mml:mi>b</mml:mi>
                          <mml:msub>
                            <mml:mi>σ</mml:mi>
                            <mml:mrow>
                              <mml:mi>m</mml:mi>
                              <mml:mi>j</mml:mi>
                            </mml:mrow>
                          </mml:msub>
                        </mml:mrow>
                        <mml:mrow>
                          <mml:msub>
                            <mml:mi>σ</mml:mi>
                            <mml:mrow>
                              <mml:mi>a</mml:mi>
                              <mml:mi>j</mml:mi>
                            </mml:mrow>
                          </mml:msub>
                        </mml:mrow>
                      </mml:mfrac>
                    </mml:mrow>
                    <mml:mo>)</mml:mo>
                  </mml:mrow>
                </mml:mrow>
                <mml:mi>β</mml:mi>
              </mml:msup>
            </mml:mrow>
          </mml:math>
        </disp-formula>
        <p>With:</p>
        <disp-formula id="FD5">
          <mml:math display="inline">
            <mml:mrow>
              <mml:mfrac>
                <mml:mrow>
                  <mml:mn>1</mml:mn>
                  <mml:mo>−</mml:mo>
                  <mml:msub>
                    <mml:mi>α</mml:mi>
                    <mml:mi>j</mml:mi>
                  </mml:msub>
                </mml:mrow>
                <mml:mi>a</mml:mi>
              </mml:mfrac>
              <mml:mo>=</mml:mo>
              <mml:msub>
                <mml:mi>K</mml:mi>
                <mml:mi>j</mml:mi>
              </mml:msub>
              <mml:mo>=</mml:mo>
              <mml:mfrac>
                <mml:mrow>
                  <mml:msub>
                    <mml:mi>σ</mml:mi>
                    <mml:mrow>
                      <mml:mi>max</mml:mi>
                    </mml:mrow>
                  </mml:msub>
                  <mml:mo>−</mml:mo>
                  <mml:msub>
                    <mml:mi>σ</mml:mi>
                    <mml:mi>c</mml:mi>
                  </mml:msub>
                </mml:mrow>
                <mml:mrow>
                  <mml:msub>
                    <mml:mi>R</mml:mi>
                    <mml:mi>m</mml:mi>
                  </mml:msub>
                  <mml:mo>−</mml:mo>
                  <mml:msub>
                    <mml:mi>σ</mml:mi>
                    <mml:mi>D</mml:mi>
                  </mml:msub>
                </mml:mrow>
              </mml:mfrac>
            </mml:mrow>
          </mml:math>
        </disp-formula>
        <p><italic>N</italic><italic><sub>fj</sub></italic>: is the number of cycles necessary to initiate a crack in the material under a constant-amplitude loading defined by the peak stress (<italic>σ</italic><italic><sub>aj</sub></italic>) and the mean stress (<italic>σ</italic><italic><sub>mj</sub></italic>).</p>
        <p><italic>σ</italic><italic><sub>c</sub></italic><italic>:</italic> stress at the conventional endurance limit at 2.10<sup>6</sup> cycles.</p>
      </sec>
      <sec id="sec3dot4">
        <title>3.4. Safety Criteria for Damage</title>
        <p>The criteria for identifying safe zones are based on the Error Relative of Prediction (ERP).</p>
        <disp-formula id="FD6">
          <mml:math display="inline">
            <mml:mrow>
              <mml:mi>E</mml:mi>
              <mml:mi>R</mml:mi>
              <mml:mi>P</mml:mi>
              <mml:mrow>
                <mml:mo>(</mml:mo>
                <mml:mi>%</mml:mi>
                <mml:mo>)</mml:mo>
              </mml:mrow>
              <mml:mo>=</mml:mo>
              <mml:mfrac>
                <mml:mrow>
                  <mml:msub>
                    <mml:mi>N</mml:mi>
                    <mml:mrow>
                      <mml:mi>exp</mml:mi>
                    </mml:mrow>
                  </mml:msub>
                  <mml:mo>−</mml:mo>
                  <mml:msub>
                    <mml:mi>N</mml:mi>
                    <mml:mrow>
                      <mml:mi>l</mml:mi>
                      <mml:mi>o</mml:mi>
                      <mml:mi>i</mml:mi>
                    </mml:mrow>
                  </mml:msub>
                </mml:mrow>
                <mml:mrow>
                  <mml:msub>
                    <mml:mi>N</mml:mi>
                    <mml:mrow>
                      <mml:mi>exp</mml:mi>
                    </mml:mrow>
                  </mml:msub>
                </mml:mrow>
              </mml:mfrac>
              <mml:mo>×</mml:mo>
              <mml:mn>100</mml:mn>
            </mml:mrow>
          </mml:math>
        </disp-formula>
        <p><italic>N</italic><italic><sub>exp</sub></italic>: number of life cycles obtained by extraction from the experimental curve;</p>
        <p><italic>N</italic><italic><sub>loi</sub></italic>: number of life cycles calculated by law or by the model.</p>
      </sec>
    </sec>
    <sec id="sec4">
      <title>4. Results and Discussion</title>
      <sec id="sec4dot1">
        <title>4.1. Calculation of Equivalent Stresses</title>
        <p>The following table presents the maximum stresses (S<sub>11.max</sub>) and equivalent stresses (<italic>σ</italic><sub>0</sub>) for the traction arm, obtained by simulation and the Goodman correction (<bold>Table 1</bold>). </p>
        <p><bold>Table 1.</bold>Equivalent stresses in repeated traction under different applied pressures.</p>
        <table-wrap id="tbl1">
          <label>Table 1</label>
          <table>
            <tbody>
              <tr>
                <td rowspan="2">Pressure applied in MPa</td>
                <td>Maximum stress</td>
                <td>Equivalent stress</td>
              </tr>
              <tr>
                <td>
                  S
                  <sub>11.max</sub>
                  (MPa)
                </td>
                <td>
                  <italic>σ</italic>
                  <sub>0</sub>
                  (MPa)
                </td>
              </tr>
              <tr>
                <td>90</td>
                <td>314.7</td>
                <td>239.1574426</td>
              </tr>
              <tr>
                <td>95</td>
                <td>332.2</td>
                <td>259.9727799</td>
              </tr>
              <tr>
                <td>100</td>
                <td>349.7</td>
                <td>282.0655795</td>
              </tr>
              <tr>
                <td>105</td>
                <td>367.2</td>
                <td>305.5571635</td>
              </tr>
              <tr>
                <td>110</td>
                <td>384.7</td>
                <td>330.5847188</td>
              </tr>
              <tr>
                <td>115</td>
                <td>402.2</td>
                <td>357.3039784</td>
              </tr>
              <tr>
                <td>120</td>
                <td>419.7</td>
                <td>385.8924645</td>
              </tr>
              <tr>
                <td>125</td>
                <td>437.1</td>
                <td>416.3719197</td>
              </tr>
            </tbody>
          </table>
        </table-wrap>
      </sec>
      <sec id="sec4dot2">
        <title>4.2. Data Extracted from the S-N Curve</title>
        <p><bold>Table 2</bold>groups the equivalent stress values extracted from the experimental Wöhler S-N curve, corresponding to those calculated from numerical simulations of the traction arm under the applied pressure, along with the associated experimental cycle numbers.</p>
        <p>This evaluation is important for guaranteeing the reliability and safety of mechanical agricultural systems [<xref ref-type="bibr" rid="B1">1</xref>].</p>
        <p><bold>Table 2.</bold>Extraction of S-N data: PlotDigitizer 2.6.8 on the Wöhler curve of S235JR steel.</p>
        <table-wrap id="tbl2">
          <label>Table 2</label>
          <table>
            <tbody>
              <tr>
                <td>Pressure applied in MPa</td>
                <td>Equivalent Stress in MPa</td>
                <td>Life cycle extracted (N)</td>
              </tr>
              <tr>
                <td>90</td>
                <td>239</td>
                <td>132,756</td>
              </tr>
              <tr>
                <td>95</td>
                <td>260</td>
                <td>35,229</td>
              </tr>
              <tr>
                <td>100</td>
                <td>282</td>
                <td>13,174</td>
              </tr>
              <tr>
                <td>105</td>
                <td>306</td>
                <td>4575</td>
              </tr>
              <tr>
                <td>110</td>
                <td>331</td>
                <td>1475</td>
              </tr>
              <tr>
                <td>115</td>
                <td>357</td>
                <td>614</td>
              </tr>
              <tr>
                <td>120</td>
                <td>386</td>
                <td>222</td>
              </tr>
              <tr>
                <td>125</td>
                <td>416</td>
                <td>74</td>
              </tr>
            </tbody>
          </table>
        </table-wrap>
      </sec>
      <sec id="sec4dot3">
        <title>4.3. The Prediction of the Service Life</title>
        <p>The prediction of the service life of each arm is based on Miner’s law as well as the Tikri and Chaboche models. These approaches make it possible to construct Gassner curves (<xref ref-type="fig" rid="fig3">Figure 3</xref>) and calculate the relative prediction errors (ERP), presented as histograms (<xref ref-type="fig" rid="fig4">Figure 4</xref>), in order to evaluate fatigue resistance.</p>
        <fig id="fig3">
          <label>Figure 3</label>
          <graphic xlink:href="https://html.scirp.org/file/2313920-rId31.jpeg?20260917092818" />
        </fig>
        <p><bold>Figure 3.</bold> Gassner’s S-N curves.</p>
        <fig id="fig4">
          <label>Figure 4</label>
          <graphic xlink:href="https://html.scirp.org/file/2313920-rId32.jpeg?20260917092818" />
        </fig>
        <p><bold>Figure 4.</bold> Histogram of ERPs (%) as a function of the applied pressure of the current arm.</p>
        <p>The analysis of the performance of the fatigue models proposed by Miner [<xref ref-type="bibr" rid="B8">8</xref>], Tikri [<xref ref-type="bibr" rid="B10">10</xref>], and Chaboche [<xref ref-type="bibr" rid="B11">11</xref>] under different equivalent stress ranges highlights the importance of selecting the appropriate model based on the context (safety and optimization).</p>
        <p>Miner’s law: It is conservative at high stress levels but non-conservative at lower stress levels, as frequently reported in the literature on linear cumulative damage [<xref ref-type="bibr" rid="B9">9</xref>]. Tikri model: Less conservative, useful for optimization but requiring experimental validation.Chaboche model: More conservative, adapted to critical applications where a safety margin is essential [<xref ref-type="bibr" rid="B11">11</xref>].</p>
        <p>The model choice must be based on the application’s specific safety, performance and cost requirements, in the context of agriculture in Chad. Geometric optimizations of the traction arms are recommended to improve fatigue life [<xref ref-type="bibr" rid="B1">1</xref>]. The analysis reveals that Miner’s law is conservative at high stress levels but becomes non-conservative at low stress levels. The Tikri model is generally less conservative, while the Chaboche model provides a more cautious and safer approach over the full range of stresses studied. The choice of model depends on the project’s priorities: security (Chaboche), economic optimization (Tikri), or easy application (Miner).</p>
      </sec>
    </sec>
    <sec id="sec5">
      <title>5. Conclusions</title>
      <p>This study estimated the fatigue life of the drawbars on the New Holland TT75 tractor under Chadian agricultural conditions by combining finite element simulations, the Goodman correction and different damage cumulative models.</p>
      <p>Among the models evaluated, the Lemaitre-Chaboche model proves to be particularly well-suited for high-risk applications because of his conservative character. The Tikri model, for its part, offers a good balance between accuracy and optimization. Miner’s law, although simple to use, presents significant limitations at low stress levels. Supplementary experimental tests on a fatigue test bench are recommended to validate these numerical predictions. In the term, this approach should contribute to improving the reliability of agricultural equipment in Chad and in the Sahelian regions, subjected to harsh operating conditions.</p>
    </sec>
    <sec id="sec6">
      <title>Author Contributions</title>
      <p>Conceptualization, Djondang Sindang; methodology, Djondang Sindang, Tchoudang Sehoret and Kinet Ouinra; software, Djondang Sindang; validation, Djondang Sindang, Tchoudang Sehoret and Kinet Ouinra; formal analysis, Djondang Sindang; investigation, Djondang Sindang; resources, Djondang Sindang; data curation, Djondang Sindang; writing—original draft preparation, Djondang Sindang; writing—review and editing, Djondang Sindang, Tchoudang Sehoret and Kinet Ouinra; visualization, Djondang Sindang; supervision, Tikri Bianzeubé; project administration, Djondang Sindang; funding acquisition, Djondang Sindang, Tchoudang Sehoret and Kinet Ouinra. All authors have read and agreed to the published version of the manuscript.</p>
    </sec>
  </body>
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