<?xml version="1.0" encoding="UTF-8"?>
<!DOCTYPE article PUBLIC "-//NLM//DTD JATS (Z39.96) Journal Publishing DTD v1.3 20210610//EN" "JATS-journalpublishing1-3.dtd">
<article article-type="research-article" dtd-version="1.3" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xml:lang="en"><front><journal-meta><journal-id journal-id-type="publisher-id">donstu</journal-id><journal-title-group><journal-title xml:lang="en">Advanced Engineering Research (Rostov-on-Don)</journal-title><trans-title-group xml:lang="ru"><trans-title>Advanced Engineering Research (Rostov-on-Don)</trans-title></trans-title-group></journal-title-group><issn pub-type="epub">2687-1653</issn><publisher><publisher-name>Don State Technical University</publisher-name></publisher></journal-meta><article-meta><article-id custom-type="elpub" pub-id-type="custom">donstu-560</article-id><article-categories><subj-group subj-group-type="heading"><subject>Research Article</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="en"><subject>CONCISE INFORMATION</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="ru"><subject>КРАТКИЕ СООБЩЕНИЯ</subject></subj-group></article-categories><title-group><article-title>CALCULATION OF GUARD SECTION FRAME SUPPORT FOR LONGERON PIPE HARDENING</article-title><trans-title-group xml:lang="ru"><trans-title>Расчёт несущей конструкции рамы секции ограждения для упрочнения труб лонжеронов</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Шамшура</surname><given-names>Сергей Александрович</given-names></name><name name-style="western" xml:lang="en"><surname>Shamshura</surname><given-names>Sergey A.</given-names></name></name-alternatives><email xlink:type="simple">up_del@rgups.ru</email><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Попов</surname><given-names>Михаил Егорович</given-names></name><name name-style="western" xml:lang="en"><surname>Popov</surname><given-names>Mikhail E.</given-names></name></name-alternatives><email xlink:type="simple">pme-dgtu@mail.ru</email><xref ref-type="aff" rid="aff-1"/></contrib></contrib-group><aff-alternatives id="aff-1"><aff xml:lang="ru"><institution>Донской государственный технический университет</institution><country>Россия</country></aff><aff xml:lang="en"><institution>Don State Technical University.</institution><country>Russian Federation</country></aff></aff-alternatives><pub-date pub-type="collection"><year>2012</year></pub-date><pub-date pub-type="epub"><day>30</day><month>12</month><year>2012</year></pub-date><volume>12</volume><issue>2-2</issue><fpage>154</fpage><lpage>157</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Shamshura S.A., Popov M.E., 2012</copyright-statement><copyright-year>2012</copyright-year><copyright-holder xml:lang="ru">Шамшура С.А., Попов М.Е.</copyright-holder><copyright-holder xml:lang="en">Shamshura S.A., Popov M.E.</copyright-holder><license xml:lang="ru" license-type="creative-commons-attribution" xlink:href="https://creativecommons.org/licenses/by/4.0/" xlink:type="simple"><license-p>Данная работа распространяется под лицензией Creative Commons Attribution 4.0.</license-p></license><license xml:lang="en" license-type="creative-commons-attribution" xlink:href="https://creativecommons.org/licenses/by/4.0/" xlink:type="simple"><license-p>This work is licensed under a Creative Commons Attribution 4.0 License.</license-p></license></permissions><self-uri xlink:href="https://www.vestnik-donstu.ru/jour/article/view/560">https://www.vestnik-donstu.ru/jour/article/view/560</self-uri><abstract><p>The checking stability calculation techniques for the guard support sections of the vibro - shock hardening stand is performed. The arched construction is accepted for the analytical model.</p></abstract><trans-abstract xml:lang="ru"><p>Приведена методика проверочного расчёта на устойчивость секций несущей части ограждения стенда ви броударного упрочнения. В качестве расчётной схемы принята арочная конструкция.</p></trans-abstract><kwd-group xml:lang="ru"><kwd>расчёт конструкции</kwd><kwd>рама ограждения.</kwd></kwd-group><kwd-group xml:lang="en"><kwd>structural analysis</kwd><kwd>guard frame</kwd></kwd-group></article-meta></front><back><ref-list><title>References</title><ref id="cit1"><label>1</label><citation-alternatives><mixed-citation xml:lang="ru">Глушков, Г. С. Формулы для расчёта неразрезных балок и рам / Г. С. Глушков, И. Р. Егоров, В. В. Ермолов; под ред. Г. С. Глушкова. — Москва: Госгортехиздат, 1960. — 343 с.</mixed-citation><mixed-citation xml:lang="en">Glushkov, G. S. Formuly` dlya raschyota nerazrezny`x balok i ram / G. S. Glushkov, I. R. Egorov, V. V. Ermolov; pod red. G. S. Glushkova. — Moskva: Gosgortexizdat, 1960. — 343 s. — In Russian.</mixed-citation></citation-alternatives></ref></ref-list><fn-group><fn fn-type="conflict"><p>The authors declare that there are no conflicts of interest present.</p></fn></fn-group></back></article>
