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<!DOCTYPE article PUBLIC "-//NLM//DTD JATS (Z39.96) Journal Publishing DTD v1.3 20210610//EN" "https://jats.nlm.nih.gov/publishing/1.3/JATS-journalpublishing1-3.dtd">
<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">33407</journal-id>
      <journal-title-group>
        <journal-title>Construction of Unique Buildings and Structures</journal-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Строительство уникальных зданий и сооружений</trans-title>
        </trans-title-group>
      </journal-title-group>
      <issn pub-type="epub">2304-6295</issn>
    </journal-meta>
    <article-meta xmlns:xlink="http://www.w3.org/1999/xlink">
      <article-id pub-id-type="publisher-id">6</article-id>
      <article-id pub-id-type="doi">10.18720/CUBS.9.6</article-id>
      <title-group>
        <article-title>Modeling node screwing thin perforated steel profiles by finite element method</article-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Моделирование узла винтового соединения тонкостенных стальных перфорированных профилей методом конечных элементов</trans-title>
        </trans-title-group>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <name>
            <surname>Salamakhin</surname>
            <given-names>Stepan</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>forstep@mail.ru</email>
        </contrib>
        <contrib contrib-type="author">
          <contrib-id contrib-id-type="orcid">0000-0002-2952-5789</contrib-id>
          <name>
            <surname>Sinelnikov</surname>
            <given-names>AlekseiSergeevich</given-names>
          </name>
          <xref ref-type="aff" rid="aff2"/>
          <email>alexey_sinelnikov@mail.ru</email>
        </contrib>
      </contrib-group>
      <aff id="aff1">Saint-Petersburg State Polytechnical University</aff>
      <aff id="aff2">Peter the Great St. Petersburg Polytechnic University</aff>
      <pub-date publication-format="electronic" date-type="pub" iso-8601-date="2013-04-16">
        <day>16</day>
        <month>04</month>
        <year>2013</year>
      </pub-date>
      <issue>4</issue>
      <issue-id pub-id-type="publisher-id">9</issue-id>
      <fpage>53</fpage>
      <lpage>63</lpage>
      <self-uri xmlns:xlink="http://www.w3.org/1999/xlink" content-type="pdf" xlink:href="https://unistroy.spbstu.ru/userfiles/files/2013/4(9)/6_salamahin_sinelnikov_09.pdf"/>
      <abstract xml:lang="en">
        <p>In this paper, the main methods of modeling bolted connections, is considered the most appropriate way of modeling in the software package available for an average engineer. A method for the construction of three-dimensional design scheme of finite elements is considered an example of modeling the contact problem with the use of three-dimensional finite element analysis. This modeling method can be used for modeling a screw connection there, in the design of structural elements of perforated thin-walled steel profiles.</p>
      </abstract>
      <kwd-group xml:lang="en">
        <kwd>contact problem in Lira</kwd>
        <kwd>the scheme of the three-dimensional finite element in Lira</kwd>
        <kwd>components precision steel perforated profiles</kwd>
        <kwd>screw connection LSTC</kwd>
        <kwd>the calculation nodes LSTC</kwd>
      </kwd-group>
    </article-meta>
  </front>
</article>
