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<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">OPJ</journal-id>
      <journal-title-group>
        <journal-title>Optics and Photonics Journal</journal-title>
      </journal-title-group>
      <issn pub-type="epub">2160-8881</issn>
      <publisher>
        <publisher-name>Scientific Research Publishing</publisher-name>
      </publisher>
    </journal-meta>
    <article-meta>
      <article-id pub-id-type="doi">10.4236/opj.2018.86015</article-id>
      <article-id pub-id-type="publisher-id">OPJ-85423</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>
          <subject> Engineering</subject>
          <subject> Physics&amp;Mathematics</subject>
        </subj-group>
      </article-categories>
      <title-group>
        <article-title>


          Prediction of the Cyclic Life of Pieces with Macrocracks by Thermographic Method

        </article-title>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author" xlink:type="simple">
          <name name-style="western">
            <surname>Valerik</surname>
            <given-names>S. Ayrapetyan</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>George</surname>
            <given-names>A. Kurilenko</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>Aelita</surname>
            <given-names>V. Shaburova</given-names>
          </name>
          <xref ref-type="aff" rid="aff1">
            <sup>1</sup>
          </xref>
        </contrib>
      </contrib-group>
      <aff id="aff1">
        <addr-line>Siberian State University of Geosystems and Technology, Novosibirsk, Russia</addr-line>
      </aff>
      <aff id="aff2">
        <addr-line>Novosibirsk State Technical University, Novosibirsk, Russia</addr-line>
      </aff>
      <author-notes>
        <corresp id="cor1">
          * E-mail:<email>v.hayr100011@mail.ru(VSA)</email>;
        </corresp>
      </author-notes>
      <pub-date pub-type="epub">
        <day>21</day>
        <month>06</month>
        <year>2018</year>
      </pub-date>
      <volume>08</volume>
      <issue>06</issue>
      <fpage>165</fpage>
      <lpage>172</lpage>
      <history>
        <date date-type="received">
          <day>17,</day>
          <month>April</month>
          <year>2018</year>
        </date>
        <date date-type="rev-recd">
          <day>18,</day>
          <month>June</month>
          <year>2018</year>
        </date>
        <date date-type="accepted">
          <day>21,</day>
          <month>June</month>
          <year>2018</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>


          To improve the accuracy for prediction of cyclic life of pieces with macrocracks we propose to use a new thermographic method. Traditionally this question is solved on the basis Paris formula which connects the speed of crack growth (SCG) with Stress intensity factor
          <em>K</em>. However parameter
          <em>K</em> is not identical to the SCG because
          <em> K</em> doesn’t consider non-linear processes at the top of crack (TC). That is why the using
          <em>K</em> gives the considerable error. For overcoming this problem we proposed instead of
          <em>K </em>to connect SCG with another diagnostic parameter, such as
          ΔS<sup>(1c)</sup>—increment of specific entropy for cycle (ISE) at the TC, which can be calculated with sufficient accuracy through passive temperature field on the surface of tested object. Parameter ISE can be obtained both simultaneously with building of a kinetic fatigue diagram and on the basis of measuring of temperature under exploitation of piece. In both cases the prediction of cyclic lifetime is much higher than with the help parameter
          <em>K</em>. Besides parameter ISE allows to follow the crack development inside tested object. This means that suggested parameter ISE is more universal and convenient than traditional parameter
          <em>K</em>.

        </p>
      </abstract>
      <kwd-group>
        <kwd>Change of Temperature</kwd>
        <kwd> Speed of Crack Growth</kwd>
        <kwd> Specific Entropy</kwd>
        <kwd> Accuracy of Prediction</kwd>
      </kwd-group>
    </article-meta>
  </front>
  <body>
    <sec id="s1">
      <title>1. Introduction</title>
      <p>
        Under cyclic deforming of pieces with macrocrack and certain conditions some plastic domain in top of crack is appeared. As a result the crack begins its movement. As it is known, under plastic deforming of metals the most part of mechanical energy is transformed in the heat energy. Therefore, a heat source arises at the top of a growing crack. Because of high heat conductivity of metals these heat sources form a passive thermal field on the surface of testing object, which characterizes the irreversible changing in the material and has a lot of information about damaging processes. This information can be received without contact with investigated object by using up-to-date infrared equipment allows to fix the kinetics of temperature distributions near top of crack with high precision. Thermographic method, based on that phenomenon, has some advantages in comparison with traditional approaches. These advantages consist in a higher accuracy and universality, because thermographic method sufficiently enlarged range of tested pieces [<xref ref-type="bibr" rid="scirp.85423-ref1">1</xref>] - [<xref ref-type="bibr" rid="scirp.85423-ref7">7</xref>] . Note also, that Stress intensity factor K is attribute of linear continuum and doesn’t consider non-linear processes at the top of crack (TC) [<xref ref-type="bibr" rid="scirp.85423-ref1">1</xref>] [<xref ref-type="bibr" rid="scirp.85423-ref3">3</xref>] [<xref ref-type="bibr" rid="scirp.85423-ref6">6</xref>] [<xref ref-type="bibr" rid="scirp.85423-ref7">7</xref>] .
      </p>
    </sec>
    <sec id="s2">
      <title>2. Objectives and Method of Research</title>
      <p>The main problem in the thermographic method is correct choice of damage parameter. Such natural parameter is temperature. But there is essential moment. It is necessary to calculate not itself temperature in the domain of damage, but its change for sufficiently small interval of time, let us say, for one cycle of oscillation. In that case influence of background’s temperature is practically excepted.</p>
      <p>
        As direct damage’s parameter we use<inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x3.png" xlink:type="simple"/>
        </inline-formula>―increment of specific entropy in the domain for cycle. Entropy is function of state, which more full reflects all irreversible changing in domain of damaging. Besides <inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x4.png" xlink:type="simple"/>
        </inline-formula> calculated through increment of temperature on the surface of investigated object registered by up-to-date thermographic equipment allowing to measure it without contact with high accuracy. That is why, the thermographic method essentially increases precision of cyclic life prediction.
      </p>
      <p>
        Traditionally this question is solved on the basis of Paris formula [<xref ref-type="bibr" rid="scirp.85423-ref6">6</xref>] - [<xref ref-type="bibr" rid="scirp.85423-ref12">12</xref>]
      </p>
      <disp-formula id="scirp.85423-formula1">
        <label>(1)</label>
        <graphic position="anchor" xlink:href="http://html.scirp.org/file/1-1190621x5.png"  xlink:type="simple"/>
      </disp-formula>
      <p>or its variety</p>
      <disp-formula id="scirp.85423-formula2">
        <label>(2)</label>
        <graphic position="anchor" xlink:href="http://html.scirp.org/file/1-1190621x6.png"  xlink:type="simple"/>
      </disp-formula>
      <p>
        which connect the speed of crack growth <inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x8.png" xlink:type="simple"/>
        </inline-formula> with the maxim um value of stress intensity factor (SIF) <inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x9.png" xlink:type="simple"/>
        </inline-formula>or its increment <inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x10.png" xlink:type="simple"/>
        </inline-formula> for one cycle.
      </p>
      <p>
        In the Formulas (1) and (2)<inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x11.png" xlink:type="simple"/>
        </inline-formula>―empiricallydefinedparameters of material, <inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x12.png" xlink:type="simple"/>
        </inline-formula>m/cycle―given speed of crack growth,<inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x13.png" xlink:type="simple"/>
        </inline-formula>―parameter corresponding to<inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x14.png" xlink:type="simple"/>
        </inline-formula>.
      </p>
      <p>Kinetic fatigue diagrams, built by testing of some samples under different loads on the basis Formulas (1) or (2), are characterized the material of tested samples.</p>
      <p>Integration of Formula (2)</p>
      <disp-formula id="scirp.85423-formula3">
        <label>(3)</label>
        <graphic position="anchor" xlink:href="http://html.scirp.org/file/1-1190621x15.png"  xlink:type="simple"/>
      </disp-formula>
      <p>
        gives dependence n(l) allowing to calculate the lifetime of the piece<inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x16.png" xlink:type="simple"/>
        </inline-formula>, which corresponds to the crack growth at a critical length<inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x17.png" xlink:type="simple"/>
        </inline-formula>.
      </p>
      <p>It must be noticed that using SIF as criterion of crack growth is often criticized at last years. SIF is attribute of linear elastic medium and using it as parameter of destruction not takes into account of many factors which have influence on the events near top of crack. It leads to essential, often unpredicted errors in cyclic life calculation.</p>
      <p>
        Besides we notify the some limitations on using formula (3). These limitations connect with necessity of receipt function<inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x18.png" xlink:type="simple"/>
        </inline-formula>. It leads to using of standard details for which function <inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x19.png" xlink:type="simple"/>
        </inline-formula> is certain. In case of cyclic life prediction for non standard pieces, that function can be received by experiment. Bun in that case it is necessary overcomes essential difficulties, connected with measuring length of growing crack especially if the crack grows inside detail.
      </p>
      <p>
        These difficulties to some extent are softened and overcame under using as damage parameter<inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x20.png" xlink:type="simple"/>
        </inline-formula>―increment that part of specific entropy, produced in damage domain, which caused it’s direct heating [<xref ref-type="bibr" rid="scirp.85423-ref13">13</xref>] [<xref ref-type="bibr" rid="scirp.85423-ref14">14</xref>] :
      </p>
      <disp-formula id="scirp.85423-formula4">
        <label>. (4)</label>
        <graphic position="anchor" xlink:href="http://html.scirp.org/file/1-1190621x21.png"  xlink:type="simple"/>
      </disp-formula>
      <p>
        here<inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x22.png" xlink:type="simple"/>
        </inline-formula>―specific heat capacity of material, <inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x22.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x23.png" xlink:type="simple"/>
        </inline-formula>and<inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x22.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x23.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x24.png" xlink:type="simple"/>
        </inline-formula>―temperatures of domain at the beginning and end of given cycle.
      </p>
      <p>Our investigations show that under using thermographic method it is conveniently to keep structure of (2). Corresponding formula lead to</p>
      <disp-formula id="scirp.85423-formula5">
        <label>(5)</label>
        <graphic position="anchor" xlink:href="http://html.scirp.org/file/1-1190621x25.png"  xlink:type="simple"/>
      </disp-formula>
      <p>
        For prediction of cyclic life Formula (5) must be integrated and after that critical growth of crack<inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x26.png" xlink:type="simple"/>
        </inline-formula>, corresponding cyclic life<inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x26.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x27.png" xlink:type="simple"/>
        </inline-formula>, is determined:
      </p>
      <disp-formula id="scirp.85423-formula6">
        <label>(6)</label>
        <graphic position="anchor" xlink:href="http://html.scirp.org/file/1-1190621x28.png"  xlink:type="simple"/>
      </disp-formula>
      <p>
        We tested some samples, produced from various materials under different loads and built kinetic fatigue diagrams (<xref ref-type="fig" rid="fig1">Figure 1</xref>) on the basis Formula (5). These diagrams have qualitatively the same form as corresponding diagrams built by Paris Formula (2), but our diagrams allowed to define the parameters of materials not only tested samples.
      </p>
      <p>
        On the <xref ref-type="fig" rid="fig1">Figure 1</xref> such diagrams are built after testing 10 samples, loaded bending oscillations (<xref ref-type="fig" rid="fig2">Figure 2</xref>). As a result we defined parameters of tested steel 20. Under p = 0.5 and m = 5.6: <inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x29.png" xlink:type="simple"/>
        </inline-formula>m/cycle, <inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x29.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x31.png" xlink:type="simple"/>
        </inline-formula>.
      </p>
      <fig id="fig1"  position="float">
        <label>
          <xref ref-type="fig" rid="fig1">Figure 1</xref>
        </label>
        <caption>
          <title>
            Diagrams <inline-formula>
              <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x34.png" xlink:type="simple"/>
            </inline-formula> for steel 20 under various probabilities p
          </title>
        </caption>
        <graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/1-1190621x32.png"/>
      </fig>
      <fig id="fig2"  position="float">
        <label>
          <xref ref-type="fig" rid="fig2">Figure 2</xref>
        </label>
        <caption>
          <title> Sample for testing. H = 15 mm, b = 10 mm (thickness of sample), L = 260 mm, l = 0.75 mm</title>
        </caption>
        <graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/1-1190621x35.png"/>
      </fig>
      <p>These values are taken as middle point on the linear middle part of diagram, which practically defined the cyclic life of samples.</p>
      <p>
        Increment of crack <inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x37.png" xlink:type="simple"/>
        </inline-formula> for some loading cycles n is fixed by microscope “MBC-11” with net on the objective. The temperature at the top of growing crack is measured with help of thermo visor “Rubin MT”, having sensibility 0.01˚C under turned off scanning mechanism and took down by automatic apparatus “Endim-621.02”. <inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x37.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x38.png" xlink:type="simple"/>
        </inline-formula>is calculated by Formula (4).
      </p>
      <p>
        Dependence <inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x39.png" xlink:type="simple"/>
        </inline-formula> presents monotonously increasing function (<xref ref-type="fig" rid="fig3">Figure 3</xref>) and it can be represent as
      </p>
      <fig id="fig3"  position="float">
        <label>
          <xref ref-type="fig" rid="fig3">Figure 3</xref>
        </label>
        <caption>
          <title>
            Diagram<inline-formula>
              <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x41.png" xlink:type="simple"/>
            </inline-formula>, built for one sample under oscillation’s amplitude of free end f = 3 mm
          </title>
        </caption>
        <graphic mimetype="image"   position="float"  xlink:type="simple"  xlink:href="http://html.scirp.org/file/1-1190621x40.png"/>
      </fig>
      <disp-formula id="scirp.85423-formula7">
        <label>(7)</label>
        <graphic position="anchor" xlink:href="http://html.scirp.org/file/1-1190621x42.png"  xlink:type="simple"/>
      </disp-formula>
      <p>
        where <inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x43.png" xlink:type="simple"/>
        </inline-formula> and<inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x43.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x44.png" xlink:type="simple"/>
        </inline-formula>―empirical coefficients.
      </p>
      <p>Dependence (7) under constant oscillation’s amplitude can be received by two methods:</p>
      <p>
        ・ direct from diagram (<xref ref-type="fig" rid="fig1">Figure 1</xref>); in that case function must be considered as characteristic of material and prediction of cyclic life will be probable;
      </p>
      <p>
        ・ by testing givens ample under some small cycles of loading (so keep the cyclic life), or by observing for detail under its exploitation; in that case <inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x45.png" xlink:type="simple"/>
        </inline-formula> will be characteristic of given sample and prediction of cyclic life will be individual.
      </p>
    </sec>
    <sec id="s3">
      <title>3. Results of Experiments</title>
      <p>
        All tested samples are brought to destruction, and as result its actual cyclic life <inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x46.png" xlink:type="simple"/>
        </inline-formula> is defined. Cyclic life, calculated from experiment, is defined by first method (<inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x46.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x47.png" xlink:type="simple"/>
        </inline-formula>) and by second one (<inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x46.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x47.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x48.png" xlink:type="simple"/>
        </inline-formula>). After that it is counted divergence <inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x46.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x47.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x48.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x49.png" xlink:type="simple"/>
        </inline-formula> between<inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x46.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x47.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x48.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x49.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x50.png" xlink:type="simple"/>
        </inline-formula>, <inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x46.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x47.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x48.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x49.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x50.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x51.png" xlink:type="simple"/>
        </inline-formula>and<inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x46.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x47.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x48.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x49.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x50.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x51.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x52.png" xlink:type="simple"/>
        </inline-formula>.
      </p>
      <p>
        The results both experiment and calculation for one sample are showed in <xref ref-type="table" rid="table1">Table 1</xref>.
      </p>
      <p>
        For all samples tested under one-stage loading, divergence <inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x53.png" xlink:type="simple"/>
        </inline-formula> was less on 20% - 25% than<inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x53.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x54.png" xlink:type="simple"/>
        </inline-formula>. It is accounted, because under calculation <inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x53.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x54.png" xlink:type="simple"/>
        </inline-formula><inline-formula>
          <inline-graphic xlink:href="http://html.scirp.org/file/1-1190621x55.png" xlink:type="simple"/>
        </inline-formula> the sample gives information about only itself cyclic life.
      </p>
      <p>Thermographic method allows predict cyclic life and many-stages loading. In that case Formula (6) become as</p>
      <disp-formula id="scirp.85423-formula8">
        <label>(8)</label>
        <graphic position="anchor" xlink:href="http://html.scirp.org/file/1-1190621x56.png"  xlink:type="simple"/>
      </disp-formula>

    </sec>
    </body>
      <back>
        <ref-list>
          <title>References</title>
          <ref id="scirp.85423-ref1">
            <label>1</label>
            <mixed-citation publication-type="other" xlink:type="simple">Kurilenko, G.A. and Pshenichnyj, A.B. (1990) Sposob opredelenija treshhinostojkosti materialov. [The Way of Material Crack Resistance Definition.] USSR Patent No. 1820278. (In Russian)</mixed-citation>
          </ref>
          <ref id="scirp.85423-ref2">
            <label>2</label>
            <mixed-citation publication-type="other" xlink:type="simple">Kurilenko, G.A. and Ayrapetyan, V.S. (2016) Determination of the Fracture Toughness of Optomechanical Devices. Optics and Photonics Journal, 6, 298-304. https://doi.org/10.4236/opj.2016.611030</mixed-citation>
          </ref>
          <ref id="scirp.85423-ref3">
            <label>3</label>
            <mixed-citation publication-type="other" xlink:type="simple">Kurilenko, G.A. (1997) Quantitative Infrared Investigations through the Intensity of Thermal Source in the Domain of Damaging. Firenze, 177-188.</mixed-citation>
          </ref>
          <ref id="scirp.85423-ref4">
            <label>4</label>
            <mixed-citation publication-type="other" xlink:type="simple">Hello, G., Tahar, M.B. and Roelandt, I.M. (2012) Analytical Determination of Coefficients in Crack-Tip Stress Expansions for a Finite Crack in an Infinite Plane Medium. International Journal of Solid and Structures, 49, 556-566. https://doi.org/10.1016/j.ijsolstr.2011.10.024</mixed-citation>
          </ref>
          <ref id="scirp.85423-ref5">
            <label>5</label>
            <mixed-citation publication-type="other" xlink:type="simple">Dumonlin, S., Louche, H., Hopperstad, O.S. and Borvic, T. (2010) Heat Sources, Energy Storage and Dissipation in High-Strength Steels: Experiments and Modeling. European Journal of Mechanics-A/Solids, 29, 461-474. https://doi.org/10.1016/j.euromechsol.2009.11.005</mixed-citation>
          </ref>
          <ref id="scirp.85423-ref6">
            <label>6</label>
            <mixed-citation publication-type="other" xlink:type="simple">Metodicheckie ukasanija (1983) Raschety I ispytanija na prochnost, metody mekhanicheskikh ispytaniy materialov. Opredelenie kharacteristik soprotivleniya razvitiiu treshchin (treshchinostoykost) pri ciklicheskom nagruzhenii. [Calculations and Tests for Durability, Methods Mechanical Tests of Materials Definition of Crack Resistance at Cyclic Load.] RD, Moscow, 96 p. (In Russian)</mixed-citation>
          </ref>
          <ref id="scirp.85423-ref7">
            <label>7</label>
            <mixed-citation publication-type="other" xlink:type="simple">Romaniv, O.N., Jarema, S.Ja., Nikiforchin, G.N., Mahutov, N.A. and Stadnic M.M. (1990) Ustalost I ciklicheskaja treshchinostoykost konstrukcionnyh materialov. T.4. [Fatigue and Crack Resistance of Construction Materials at Cyclic Load. Referencebook. V.4.] Naukova Dumka, Kiev, 679 p. (In Russian)</mixed-citation>
          </ref>
          <ref id="scirp.85423-ref8">
            <label>8</label>
            <mixed-citation publication-type="other" xlink:type="simple">Hellan, K. (1988) Vvedenie v mehaniku razrushenija. [Introduction to Fracture Mechanics.] Mir, Moscow, 364 p. (In Russian)</mixed-citation>
          </ref>
          <ref id="scirp.85423-ref9">
            <label>9</label>
            <mixed-citation publication-type="other" xlink:type="simple">Ding, P. and Wang, X. (2010) Solutions of the Second Elastic-Plastic Fracture Mechanics Parameter in Test Specimens Engineering Fracture Mechanics, 77, 3462-3480.</mixed-citation>
          </ref>
          <ref id="scirp.85423-ref10">
            <label>10</label>
            <mixed-citation publication-type="other" xlink:type="simple">Romanov, A.N. (2013) Rasprostranenie treshhin ustalosti I edinaja krivaja ciklicheskoj treshchinostoykosti konstrukcionnyh materialov. [Spreding of Fatigue Cracks and Single Curve of Cycle Resistance Crack of Construction Materials.] Problemy Mashinostroenija I Nadezhnosti Mashin, No. 5, 47-57. (In Russian).</mixed-citation>
          </ref>
          <ref id="scirp.85423-ref11">
            <label>11</label>
            <mixed-citation publication-type="other" xlink:type="simple">Parton, V.Z and Morozov, E.M. (1985) Mehanika uprugoplasticheckogo razrushenija. [Mechanics of Elastic-Plastic Destruction.] Nauka, Moscow, 502 p. (In Russian).</mixed-citation>
          </ref>
          <ref id="scirp.85423-ref12">
            <label>12</label>
            <mixed-citation publication-type="other" xlink:type="simple">Mahutov, N.A. and Morozov, E.M. (1982) Metody ispytanij v mehanike razrushenija. [Methods of Tests in the Fracture Mechanics.] Plant Laboratory, No. 2, 105-109. (In Russian)</mixed-citation>
          </ref>
          <ref id="scirp.85423-ref13">
            <label>13</label>
            <mixed-citation publication-type="other" xlink:type="simple">Bazarov, I.P. (1983) Termodinamika. [Thermodynamics.] Vysshaja Shkola, Moscow, 344 p. (In Russian)</mixed-citation>
          </ref>
          <ref id="scirp.85423-ref14">
            <label>14</label>
            <mixed-citation publication-type="other" xlink:type="simple">Kurilenko, G.A., Pshenichnyj, A.B. and Trufanova, T.V. (1992) Ocenka povrezhdaemosti ciklicheski deformiruemyh detalej s makrotreshhinami. [Damage Estimation of Repeatedly Deformed Parts with Macrocracks.] Tehnicheskaja Diagnostika I Nerazrushajushhij Kontrol, No. 3, 46-49. (In Russian)</mixed-citation>
          </ref>
        </ref-list>
      </back>
</article>