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<article article-type="research-article" dtd-version="1.3" xml:lang="ru">
  <front xmlns:xlink="http://www.w3.org/1999/xlink">
    <journal-meta>
      <journal-id journal-id-type="elibrary">75504</journal-id>
      <journal-title-group>
        <journal-title>Magazine of Civil Engineering</journal-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Magazine of Civil Engineering</trans-title>
        </trans-title-group>
      </journal-title-group>
      <issn pub-type="epub">2712-8172</issn>
    </journal-meta>
    <article-meta xmlns:xlink="http://www.w3.org/1999/xlink">
      <article-id pub-id-type="publisher-id">1</article-id>
      <article-id pub-id-type="doi">10.5862/MCE.27.1</article-id>
      <title-group>
        <article-title>Inspection methods of reinforcement parameters of concrete structures</article-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Методы контроля параметров армирования железобетонных конструкций</trans-title>
        </trans-title-group>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <name>
            <surname>Ulybin</surname>
            <given-names>Alexey</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>ulybin@mail.ru</email>
        </contrib>
      </contrib-group>
      <aff id="aff1">Peter the Great Saint Petersburg Polytechnic University, PRDI “Venchur”</aff>
      <pub-date publication-format="electronic" date-type="pub" iso-8601-date="2012-02-20">
        <day>20</day>
        <month>02</month>
        <year>2012</year>
      </pub-date>
      <issue>1</issue>
      <issue-id pub-id-type="publisher-id">27</issue-id>
      <fpage>4</fpage>
      <lpage>13</lpage>
      <self-uri xmlns:xlink="http://www.w3.org/1999/xlink" content-type="pdf" xlink:href="https://engstroy.spbstu.ru/userfiles/files/2012/1(27)/01.pdf"/>
      <abstract xml:lang="en">
        <p>One of the main objectives during the detailed examination of the supporting structures made from any construction materials is receiving data to perform calculations. For reinforced concrete structures the most difficult task is to determine the parameters of steel reinforcement, as it is always under a protective layer of concrete. The paper deals with the main problem of reinforcement parameters determination of concrete structures in the inspection. The basic well-known tracks of a solution to this problem are analyzed. The most reliable and accurate methods of reinforcement parameters determination are revealed. The magnitude of error of the magnetic inspection method in the determination of the diameter of reinforcement and the coverage is experimentally detected. The availability data of applying the method of hardness measuring for the reinforcement class determination is adduced.</p>
      </abstract>
      <kwd-group xml:lang="en">
        <kwd>class of reinforcement</kwd>
        <kwd>reinforcement parameters</kwd>
        <kwd>reinforced concrete structure</kwd>
        <kwd>non-destructive testing</kwd>
        <kwd>an inspection of structures</kwd>
      </kwd-group>
    </article-meta>
  </front>
</article>
