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<article article-type="research-article" dtd-version="1.3" xml:lang="en">
  <front xmlns:xlink="http://www.w3.org/1999/xlink">
    <journal-meta>
      <journal-id journal-id-type="elibrary">https://www.elibrary.ru/title_about_new.asp?i</journal-id>
      <journal-title-group>
        <journal-title>Materials physics and mechanics</journal-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Механика и физика материалов</trans-title>
        </trans-title-group>
      </journal-title-group>
      <issn pub-type="epub">1605-8119</issn>
    </journal-meta>
    <article-meta xmlns:xlink="http://www.w3.org/1999/xlink">
      <article-id pub-id-type="publisher-id">19</article-id>
      <title-group>
        <article-title>Fracture assessment diagram for solid with circular crack subjected to concentrated forces</article-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Fracture assessment diagram for solid with circular crack subjected to concentrated forces</trans-title>
        </trans-title-group>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <name>
            <surname>Smirnov</surname>
          </name>
          <xref ref-type="aff" rid="aff1"/>
        </contrib>
      </contrib-group>
      <aff id="aff1">Petersburg State Transport University</aff>
      <pub-date publication-format="electronic" date-type="pub" iso-8601-date="2017-05-26">
        <day>26</day>
        <month>05</month>
        <year>2017</year>
      </pub-date>
      <volume>31</volume>
      <issue>1/2</issue>
      <fpage>71</fpage>
      <lpage>74</lpage>
      <self-uri xmlns:xlink="http://www.w3.org/1999/xlink" content-type="pdf" xlink:href="https://mpm.spbstu.ru/userfiles/files/MPM131_19_smirnov.pdf"/>
      <abstract xml:lang="en">
        <p>Structural criterion of fracture is used to evaluate the ultimate load for solid weakened by circular crack deformed by the action of two point forces applied to the crack faces at its center. Estimation of the risk of failure is based on the two-criterion approach under linear elastic conditions.</p>
      </abstract>
      <kwd-group xml:lang="en">
        <kwd>solid with circular crack</kwd>
        <kwd>concentrated forces</kwd>
        <kwd>fracture</kwd>
      </kwd-group>
    </article-meta>
  </front>
</article>
