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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>Use of additional finite element method for nonlinear analysis of bar systems at limit states</article-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Use of additional finite element method for nonlinear analysis of bar systems at limit states</trans-title>
        </trans-title-group>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <name>
            <surname>Ermakova</surname>
          </name>
          <xref ref-type="aff" rid="aff1"/>
        </contrib>
      </contrib-group>
      <aff id="aff1">South Ural State University (National Research University)</aff>
      <pub-date publication-format="electronic" date-type="pub" iso-8601-date="2016-04-16">
        <day>16</day>
        <month>04</month>
        <year>2016</year>
      </pub-date>
      <volume>26</volume>
      <issue>1</issue>
      <fpage>77</fpage>
      <lpage>80</lpage>
      <self-uri xmlns:xlink="http://www.w3.org/1999/xlink" content-type="pdf" xlink:href="https://mpm.spbstu.ru/userfiles/files/MPM126_20_ermakova.pdf"/>
      <abstract xml:lang="en">
        <p>This paper considers some problems connected with description of limit states of the plane bar FE and special bar one for nonlinear analysis of reinforced concrete structures by means of developed AFEM. These problems are connecting with necessary of taking account of reinforcement and changing physical nonlinear properties of these FEs when this method is used.</p>
      </abstract>
      <kwd-group xml:lang="en">
        <kwd>reinforced concrete structures</kwd>
        <kwd>additional finite element method</kwd>
        <kwd>limit state</kwd>
        <kwd>reinforcement</kwd>
      </kwd-group>
    </article-meta>
  </front>
</article>
