<?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">ENG</journal-id><journal-title-group><journal-title>Engineering</journal-title></journal-title-group><issn pub-type="epub">1947-3931</issn><publisher><publisher-name>Scientific Research Publishing</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.4236/eng.2021.136019</article-id><article-id pub-id-type="publisher-id">ENG-109825</article-id><article-categories><subj-group subj-group-type="heading"><subject>Articles</subject></subj-group><subj-group subj-group-type="Discipline-v2"><subject>Engineering</subject></subj-group></article-categories><title-group><article-title>
 
 
  Magnetic Technique Estimation of Weld Residual Stress Failure Due to Tensile Loading
 
</article-title></title-group><contrib-group><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>C.</surname><given-names>E. Etin-Osa</given-names></name><xref ref-type="aff" rid="aff1"><sup>1</sup></xref><xref ref-type="corresp" rid="cor1"><sup>*</sup></xref></contrib><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>L.</surname><given-names>M. Ebhota</given-names></name><xref ref-type="aff" rid="aff2"><sup>2</sup></xref></contrib></contrib-group><aff id="aff2"><addr-line>Groove Engineering &amp;amp; Intergrated Services Limited, Port Harcourt, Nigeria</addr-line></aff><aff id="aff1"><addr-line>Department of Production Engineering, University of Benin, Benin, Nigeria</addr-line></aff><pub-date pub-type="epub"><day>10</day><month>06</month><year>2021</year></pub-date><volume>13</volume><issue>06</issue><fpage>257</fpage><lpage>266</lpage><history><date date-type="received"><day>11,</day>	<month>April</month>	<year>2021</year></date><date date-type="rev-recd"><day>8,</day>	<month>June</month>	<year>2021</year>	</date><date date-type="accepted"><day>11,</day>	<month>June</month>	<year>2021</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>
 
 
  In Nigeria, most welding activities are carried out by road side welders, majority of this welders are ignorant of weld residual stress and its adverse effect on weldment. Residual stress (RS) measuring device 
  is
   vital in the measurement of inherent stresses in material. The aim of this research was to employ proof of principle in analyzing the weld residual stresses in a material. This was achieved by measuring samples with magnetic residual stress device and then subjecting the weld samples to mechanical tensile test with hope that materials with more residual stresses fail first. Finally the result from both procedures w
  as
   compared to establish 
  a 
  relationship
  . Four (4) pieces of mild steel coupons measuring 100 &#215; 40 &#215; 3 mm were welded, producing two specimens, A<sub>11</sub> and B<sub>11</sub> of 200 &#215; 40 &#215; 3 mm
  ,
   respectively. The specimens were measured using the Magnetic device developed and 37 signals were obtained per specimen, thereafter, the welded specimens were subjected to tensile testing and results analyzed. From the results obtained, Specimen A<sub>11</sub> was observed to have the highest signal peak at the weld zone with RS signal of 20.3983 mV compared to B<sub>11</sub> with 19.358 mV. While under tensile loading, it took 1.63 kN to cause failure to specimen A<sub>11</sub> and 8.65 kN for specimen B<sub>11</sub>. From this simple experiment, it implies that the Magnetic RS device was able to mimic the behavior of residual stress and also predicted that A<sub>11</sub> would fail first.
 
</p></abstract><kwd-group><kwd>Residual Stress (R.S)</kwd><kwd> Magnetic Barkhausen Noise (MBN)</kwd><kwd> Signals</kwd><kwd> Tensile Test</kwd></kwd-group></article-meta></front><body><sec id="s1"><title>1. Introduction</title><p>Welding can be regarded as the joining of two or more separate metals to form a single piece of metal with a permanent joint [<xref ref-type="bibr" rid="scirp.109825-ref1">1</xref>]. Residual stresses develop in welded materials due to sharp changes of temperature during welding [<xref ref-type="bibr" rid="scirp.109825-ref2">2</xref>]. Welding processes create heat at elevated temperatures which are transferred to the parent metal’s matting interface for melting of the joints for bonding. If the heat is too high, it creates excessive heat input in the workpiece which results into a poorly welded joint as well as increase in residual stress, in and around the joint. On the other hand, low heat input also creates poor bonding of parent metal [<xref ref-type="bibr" rid="scirp.109825-ref3">3</xref>]. Therefore, the need to use a proper process parameter cannot be over emphasized. Usually, failures that result from these types of stresses are difficult to monitor by visual inspection, hence the need of a sophisticated device. Currently, there are no known welding process parameters that can totally eliminate residual stress in welded material [<xref ref-type="bibr" rid="scirp.109825-ref4">4</xref>] and [<xref ref-type="bibr" rid="scirp.109825-ref5">5</xref>]. In Nigeria, most welding activities are carried out by road side welders, and the majority of them are ignorant of weld residual stress and its adverse effect on welded joints. This type of stresses is known to encourage corrosion and reduce the load carrying capacity of weldment, it is very possible that some of the structural failures experienced in Nigeria, might result from this type of stresses [<xref ref-type="bibr" rid="scirp.109825-ref6">6</xref>] and [<xref ref-type="bibr" rid="scirp.109825-ref7">7</xref>].</p><p>The measuring of residual stress (R.S) can be done using three basic methods which are the “destructive”, “semi-destructive” and “the non-destructive methods” [<xref ref-type="bibr" rid="scirp.109825-ref8">8</xref>] - [<xref ref-type="bibr" rid="scirp.109825-ref13">13</xref>]. For the Nigerian roadside welders, the non-destructive method is ideal and preferred in measuring/estimating stresses as materials would not need to be destroyed during measurement. The Magnetic Barkhausen Noise (MBN) residual stress measuring device is affordable and less complicated compared to the x-ray diffraction method. Although the x-ray diffraction method offers more accuracies and is more robust, but can only be applied in the lab as against the Magnetic Barkhausen Noise (MBN) which can be used outdoor. The Magnetic Barkhausen Noise (MBN) device can be locally fabricated using proof of principle.</p><p>The aim of this research was to measure residual stress signals in welded materials using magnetic residual stress device, employ proof of principle to analyze weld residual stress by subjecting weld samples to mechanical tensile test, with hope that materials with more residual stresses fail first and also compare both results obtained to establish the efficiency of the device.</p></sec><sec id="s2"><title>2. Materials and Methods</title><sec id="s2_1"><title>2.1. Materials</title><p>6 mm Mild steel plate was purchased locally, the material was cut into four (4) pieces coupons measuring 100 &#215; 40 &#215; 3 mm, and welded. The process parameters in <xref ref-type="table" rid="table1">Table 1</xref> were emplyed in the welding process, using the stick arc welding machine having a constant voltage of 62 volts and an adjustable current. The reason for varying the current was to introduce different magnitude of residual stresses to the weldment. The four (4) pieces were welded to form two specimen, A<sub>11</sub> and B<sub>11</sub> of 200 &#215; 40 &#215; 3 mm respectively. This specimen was measured using</p><table-wrap id="table1" ><label><xref ref-type="table" rid="table1">Table 1</xref></label><caption><title> Weld process parameters</title></caption><table><tbody><thead><tr><th align="center" valign="middle" >Sample</th><th align="center" valign="middle" >Current (Amp)</th><th align="center" valign="middle" >Voltage (V)</th><th align="center" valign="middle" >Weld Speed (mm/s)</th></tr></thead><tr><td align="center" valign="middle" >A<sub>11 </sub></td><td align="center" valign="middle" >130</td><td align="center" valign="middle" >62</td><td align="center" valign="middle" >2.063</td></tr><tr><td align="center" valign="middle" >B<sub>11 </sub></td><td align="center" valign="middle" >120</td><td align="center" valign="middle" >62</td><td align="center" valign="middle" >2.497</td></tr></tbody></table></table-wrap><p>the magnetic device developed locally by [<xref ref-type="bibr" rid="scirp.109825-ref14">14</xref>], the unit readings obtained from this measuring device are in milli-volts. During measurment, minute voltages which result from magnetic domain flip in the mild steel material, are detected by the pickup coil as the device moved over the surface of the specimen. The pulsating voltages are continously fed to the inbult amplifier in the device for magnification, presented in <xref ref-type="fig" rid="fig1">Figure 1</xref> is the setup of the device for measurement. The graphical user interphase (GUI) was developed using LabVIEW as shown in <xref ref-type="fig" rid="fig2">Figure 2</xref>. The Residual stress measuring device was designed using arduino nano, and enhanced to 16 bits resolution using ADS1115 which was connected directly to the pickup coil in <xref ref-type="fig" rid="fig3">Figure 3</xref>. The welded specimens were tack welded as seen in <xref ref-type="fig" rid="fig4">Figure 4</xref> before actual welding and chamfering to the dogbone shaped shown in <xref ref-type="fig" rid="fig5">Figure 5</xref>. The tensile testing machine used for the mechanical test is presented in <xref ref-type="fig" rid="fig6">Figure 6</xref>.</p></sec><sec id="s2_2"><title>2.2. Method</title><p>Specimen A<sub>11</sub> and B<sub>11</sub> were measured using the magnetic residual stress (R.S) measuring device [<xref ref-type="bibr" rid="scirp.109825-ref14">14</xref>]. Five repeated readings were collected and compared for consistency, with combined time series plot for A<sub>11</sub> and B<sub>11</sub> presented in <xref ref-type="fig" rid="fig7">Figure 7</xref> and <xref ref-type="fig" rid="fig8">Figure 8</xref>. Thirty-seven signals were generated per reading from the welded metal in milliVolts. Thereafter, the two specimens were subjected to tensile test with the hope that the specimen with more residual stress would fail first under tensile loading. The weld RS was measured along the longitudinal directions of the plate as shown in <xref ref-type="fig" rid="fig9">Figure 9</xref>. Measurements using the magnetic device were carried out on the specimens, before the materials were subjected to mechanical test.</p></sec></sec><sec id="s3"><title>3. Results and Discussion</title><sec id="s3_1"><title>3.1. Results</title><p><xref ref-type="table" rid="table2">Table 2</xref> shows the magnetic R.S signals generated in millivolts from the welded specimen A<sub>11</sub> and B<sub>11</sub> using the device.</p><p>The 1st, 2nd, 3rd, 4th and 5th reading presented in <xref ref-type="fig" rid="fig7">Figure 7</xref> and <xref ref-type="fig" rid="fig8">Figure 8</xref> for A<sub>11</sub> and B<sub>11</sub> shows a good agreement. First (1st) magnetic readings from A<sub>11</sub> and B<sub>11</sub> were selected to form <xref ref-type="table" rid="table2">Table 2</xref>. The A<sub>11</sub> and B<sub>11</sub> from <xref ref-type="table" rid="table2">Table 2</xref>, were then employed to plot the time series graph shown in <xref ref-type="fig" rid="fig1">Figure 1</xref>0. From this graph, it was observed that Specimen A<sub>11</sub> had the highest peak signal at the weld zone with magnetic R.S signal of 20.3983 mV compared to B<sub>11</sub> with 19.358 mV. After the readings where obtained, the two specimen were subjected to tensile test. After the readings were obtained from the specimen, the two specimen were subjected to tensile test, with results presented in <xref ref-type="table" rid="table3">Table 3</xref>.</p><table-wrap id="table2" ><label><xref ref-type="table" rid="table2">Table 2</xref></label><caption><title> Magnetic RS signal Results from specimen A<sub>11</sub> and B<sub>11</sub>.<sub> </sub></title></caption><table><tbody><thead><tr><th align="center" valign="middle"  rowspan="2"  >S/N</th><th align="center" valign="middle"  colspan="2"  >Experiment</th><th align="center" valign="middle"  rowspan="2"  >S/N</th><th align="center" valign="middle"  colspan="2"  >Experiment</th><th align="center" valign="middle"  rowspan="2"  >S/N</th><th align="center" valign="middle"  colspan="2"  >Experiment</th></tr></thead><tr><td align="center" valign="middle" >Sample A<sub>11</sub> (mV)</td><td align="center" valign="middle" >Sample B<sub>11</sub> (mV)</td><td align="center" valign="middle" >Sample A<sub>11</sub> (mV)</td><td align="center" valign="middle" >Sample B<sub>11</sub> (mV)</td><td align="center" valign="middle" >Sample A<sub>11</sub> (mV)</td><td align="center" valign="middle" >Sample B<sub>11</sub> (mV)</td></tr><tr><td align="center" valign="middle" >1</td><td align="center" valign="middle" >12.8809</td><td align="center" valign="middle" >12.95</td><td align="center" valign="middle" >14</td><td align="center" valign="middle" >18.6835</td><td align="center" valign="middle" >18.0254</td><td align="center" valign="middle" >27</td><td align="center" valign="middle" >17.2299</td><td align="center" valign="middle" >16.177</td></tr><tr><td align="center" valign="middle" >2</td><td align="center" valign="middle" >12.9952</td><td align="center" valign="middle" >15.1971</td><td align="center" valign="middle" >15</td><td align="center" valign="middle" >18.8031</td><td align="center" valign="middle" >17.7502</td><td align="center" valign="middle" >28</td><td align="center" valign="middle" >16.1576</td><td align="center" valign="middle" >16.2796</td></tr><tr><td align="center" valign="middle" >3</td><td align="center" valign="middle" >15.0061</td><td align="center" valign="middle" >16.9532</td><td align="center" valign="middle" >16</td><td align="center" valign="middle" >19.6994</td><td align="center" valign="middle" >18.3294</td><td align="center" valign="middle" >29</td><td align="center" valign="middle" >16.2763</td><td align="center" valign="middle" >17.3237</td></tr><tr><td align="center" valign="middle" >4</td><td align="center" valign="middle" >14.9904</td><td align="center" valign="middle" >16.7997</td><td align="center" valign="middle" >17</td><td align="center" valign="middle" >18.7687</td><td align="center" valign="middle" >19.3058</td><td align="center" valign="middle" >30</td><td align="center" valign="middle" >15.9829</td><td align="center" valign="middle" >15.3248</td></tr><tr><td align="center" valign="middle" >5</td><td align="center" valign="middle" >16.8099</td><td align="center" valign="middle" >15.7911</td><td align="center" valign="middle" >18</td><td align="center" valign="middle" >19.3166</td><td align="center" valign="middle" >19.1585</td><td align="center" valign="middle" >31</td><td align="center" valign="middle" >15.6465</td><td align="center" valign="middle" >15.5936</td></tr><tr><td align="center" valign="middle" >6</td><td align="center" valign="middle" >16.9002</td><td align="center" valign="middle" >15.5948</td><td align="center" valign="middle" >19</td><td align="center" valign="middle" >20.3983</td><td align="center" valign="middle" >19.0515</td><td align="center" valign="middle" >32</td><td align="center" valign="middle" >16.3629</td><td align="center" valign="middle" >15.7148</td></tr><tr><td align="center" valign="middle" >7</td><td align="center" valign="middle" >14.8209</td><td align="center" valign="middle" >15.0768</td><td align="center" valign="middle" >20</td><td align="center" valign="middle" >19.3983</td><td align="center" valign="middle" >19.358</td><td align="center" valign="middle" >33</td><td align="center" valign="middle" >16.2984</td><td align="center" valign="middle" >15.3768</td></tr><tr><td align="center" valign="middle" >8</td><td align="center" valign="middle" >14.7334</td><td align="center" valign="middle" >15.8554</td><td align="center" valign="middle" >21</td><td align="center" valign="middle" >18.0721</td><td align="center" valign="middle" >18.3155</td><td align="center" valign="middle" >34</td><td align="center" valign="middle" >15.5793</td><td align="center" valign="middle" >15.4212</td></tr><tr><td align="center" valign="middle" >9</td><td align="center" valign="middle" >16.901</td><td align="center" valign="middle" >16.7733</td><td align="center" valign="middle" >22</td><td align="center" valign="middle" >18.1208</td><td align="center" valign="middle" >18.4627</td><td align="center" valign="middle" >35</td><td align="center" valign="middle" >15.8385</td><td align="center" valign="middle" >15.2856</td></tr><tr><td align="center" valign="middle" >10</td><td align="center" valign="middle" >17.0368</td><td align="center" valign="middle" >16.9787</td><td align="center" valign="middle" >23</td><td align="center" valign="middle" >18.0433</td><td align="center" valign="middle" >17.5904</td><td align="center" valign="middle" >36</td><td align="center" valign="middle" >15.1553</td><td align="center" valign="middle" >15.1853</td></tr><tr><td align="center" valign="middle" >11</td><td align="center" valign="middle" >18.1157</td><td align="center" valign="middle" >18.0628</td><td align="center" valign="middle" >24</td><td align="center" valign="middle" >17.6922</td><td align="center" valign="middle" >16.5015</td><td align="center" valign="middle" >37</td><td align="center" valign="middle" >14.1407</td><td align="center" valign="middle" >14.4525</td></tr><tr><td align="center" valign="middle" >12</td><td align="center" valign="middle" >17.8038</td><td align="center" valign="middle" >17.1557</td><td align="center" valign="middle" >25</td><td align="center" valign="middle" >17.117</td><td align="center" valign="middle" >16.4052</td><td align="center" valign="middle" ></td><td align="center" valign="middle" ></td><td align="center" valign="middle" ></td></tr><tr><td align="center" valign="middle" >13</td><td align="center" valign="middle" >18.3986</td><td align="center" valign="middle" >18.9685</td><td align="center" valign="middle" >26</td><td align="center" valign="middle" >17.9042</td><td align="center" valign="middle" >17.2461</td><td align="center" valign="middle" ></td><td align="center" valign="middle" ></td><td align="center" valign="middle" ></td></tr></tbody></table></table-wrap><table-wrap id="table3" ><label><xref ref-type="table" rid="table3">Table 3</xref></label><caption><title> Tensile test for A<sub>11</sub> and B<sub>11</sub></title></caption><table><tbody><thead><tr><th align="center" valign="middle" >S/N</th><th align="center" valign="middle" >Specimen</th><th align="center" valign="middle" >Tensile Test</th></tr></thead><tr><td align="center" valign="middle" >1</td><td align="center" valign="middle" >A<sub>11</sub></td><td align="center" valign="middle" >1.63 kN</td></tr><tr><td align="center" valign="middle" >2</td><td align="center" valign="middle" >B<sub>11</sub></td><td align="center" valign="middle" >8.65 kN</td></tr></tbody></table></table-wrap>Tensile Stress Test<p>Is a great way to examine the strength of a material by pulling on it. During the pulling of the specimen by the machine, the machine scale would indicate how much force it is applying to pull the specimen apart. When tensile test is performed, it is used to measure how much stress is built-up in the material. Specimen A<sub>11</sub> and B<sub>11</sub> already have some accumulated residual stresses as result of the weld activity on the material, therefore it is expected that the material with more accumulated R.S would fail first under tensile loading. <xref ref-type="table" rid="table3">Table 3</xref> present the results of the tensile test experiment.</p><p>From the result presented in <xref ref-type="table" rid="table3">Table 3</xref>, it was observed that it took a minimum load of 1.63 kN to cause failure to specimen A<sub>11</sub> under tensile loading while specimen B<sub>11</sub> withstood up to 8.65 kN before failure which also concur to the Magnetic device estimated readings obtained for sample A<sub>11</sub> and B<sub>11</sub>.</p></sec><sec id="s3_2"><title>3.2. Discussion</title><p>Ferromagnetic materials can exhibit attraction when a magnet is brought close to or away from them, which creates a magnetic attractive effect on them. This magnetic effect is generated due to the magnetic domains flipping into positions inside the ferromagnetic material, creating an imbalance on the net magnetic effect inside the material, making the ferromagnetic material behave like a magnet, this imbalance usually cancels out when a lightly tap or shake is delivered to the material. The principle, discovered by bark hausen has been applied to measure residual stresses in ferromagnetic material as it is known that magnetic domain usually experience obstacles while flipping into position due to presence of impurities or inherent stresses in the material [<xref ref-type="bibr" rid="scirp.109825-ref15">15</xref>]. The Magnetic Barkhausen principle was applied in this work using a locally made magnetic device to estimate the magnitude of stresses present in the material. The results were then compared to the tensile test experiment performed on both specimen. It was observed from <xref ref-type="fig" rid="fig7">Figure 7</xref> in the comparison of all A<sub>11</sub> results that good agreement existed between the 1st, 2nd, 3rd, 4th and 5th readings. Good agreement was also established for B<sub>11</sub> in <xref ref-type="fig" rid="fig8">Figure 8</xref>, the repeated experiment was applied to certify the reliability of the device in reproducing experiments of approximate results. The first responses from A<sub>11</sub> and B<sub>11</sub> presented in <xref ref-type="table" rid="table2">Table 2</xref> were chosen after <xref ref-type="fig" rid="fig7">Figure 7</xref> and <xref ref-type="fig" rid="fig8">Figure 8</xref> produced a strong correlation between repeated readings respectively. The results in <xref ref-type="table" rid="table2">Table 2</xref> were applied to create the time series plot presented in <xref ref-type="fig" rid="fig1">Figure 1</xref>0, A<sub>11</sub> was then observed to have higher signal of 20.3983 mV, as compared to B<sub>11</sub> with 19.358 mV, and according to [<xref ref-type="bibr" rid="scirp.109825-ref16">16</xref>], material that has higher residual stresses tends to fail first under a given load. From the tensile test carried out on both A<sub>11</sub> and B<sub>11</sub>, A<sub>11</sub> failed under a lesser load of 1.63 kN, while B<sub>11</sub> withstood a better load of up to 8.65 kN as predicted by the device.</p></sec></sec><sec id="s4"><title>4. Conclusion</title><p>In this research, specimen A<sub>11</sub> and B<sub>11</sub> welded with welding current of 130 Amp and 120 Amp at 62 V each were measured using the locally made magnetic residual stress estimating device. It was observed that the device was able to estimate residual stress signals in weldment and showed that A<sub>11</sub> had more residual stress, but nosedived in clearly giving a good marginal difference between the two specimens, this shortfall in accuracy was somehow tied to the pickup coil design and its limitation. Hence, a second opinion, like the mechanical test would always be required for accurate conclusion. This technique can be improved upon to suit the Nigeria welding industries and help with better decision making during and after welding, to predict durability of welded components. The Nigerian fabrication industry especially the roadside artisans in time past, welded metals without knowing the nature or magnitude of RS present before or after weld which is regarded as “blind welding”, such types of welding have resulted in numerous failure of components at different magnitudes and also aided quick corrosion activities in welded metals. A<sub>11</sub> was observed to have higher signal of 20.3983 mV and failed under a minimum load of 1.63 kN while B<sub>11</sub> with 19.358 mV had a lesser residual stress, hence was able to withstand stresses up to 8.65 kN.</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>Etin-Osa, C.E. and Ebhota, L.M. (2021) Magnetic Technique Estimation of Weld Residual Stress Failure Due to Tensile Loading. Engineering, 13, 257-266. https://doi.org/10.4236/eng.2021.136019</p></sec></body><back><ref-list><title>References</title><ref id="scirp.109825-ref1"><label>1</label><mixed-citation publication-type="other" xlink:type="simple">Etin-osa, C.E. and Achebo, J.I. (2017) Analysis of Optimum Butt Welded Joint for Mild Steel Components Using FEM (ANSYS). 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