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<article 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" xmlns:ali="http://www.niso.org/schemas/ali/1.0/" article-type="other" dtd-version="1.2" xml:lang="en"><front><journal-meta><journal-id journal-id-type="publisher-id">RUDN Journal of Engineering Research</journal-id><journal-title-group><journal-title xml:lang="en">RUDN Journal of Engineering Research</journal-title><trans-title-group xml:lang="ru"><trans-title>Вестник Российского университета дружбы народов. Серия: Инженерные исследования</trans-title></trans-title-group></journal-title-group><issn publication-format="print">2312-8143</issn><issn publication-format="electronic">2312-8151</issn><publisher><publisher-name xml:lang="en">Peoples’ Friendship University of Russia named after Patrice Lumumba (RUDN University)</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="publisher-id">5091</article-id><article-categories><subj-group subj-group-type="toc-heading" xml:lang="en"><subject>Articles</subject></subj-group><subj-group subj-group-type="toc-heading" xml:lang="ru"><subject>Статьи</subject></subj-group><subj-group subj-group-type="article-type"><subject></subject></subj-group></article-categories><title-group><article-title xml:lang="en">New ways of strengthening of compressed elements reinforced concrete structures</article-title><trans-title-group xml:lang="ru"><trans-title>Новые способы усиления сжатых элементов железобетонных конструкций</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author"><name-alternatives><name xml:lang="en"><surname>Teryanik</surname><given-names>V Vasil'evich</given-names></name><name xml:lang="ru"><surname>Теряник</surname><given-names>Владимир Васильевич</given-names></name></name-alternatives><bio xml:lang="en">Togliatti State University</bio><bio xml:lang="ru">Тольяттинский государственный университет</bio><email>tsp@tltsu.ru &amp;lt;http://mail.rambler.ru/mail/compose.cgi?enc=UTF-8&amp;amp;mailto=tsp@tltsu.ru</email><xref ref-type="aff" rid="aff1"/></contrib><contrib contrib-type="author"><name-alternatives><name xml:lang="en"><surname>Podnebesov</surname><given-names>P Gennad'evich</given-names></name><name xml:lang="ru"><surname>Поднебесов</surname><given-names>Павел Геннадьевич</given-names></name></name-alternatives><bio xml:lang="en">Togliatti State University</bio><bio xml:lang="ru">Тольяттинский государственный университет</bio><email>tsp@tltsu.ru &amp;lt;http://mail.rambler.ru/mail/compose.cgi?enc=UTF-8&amp;amp;mailto=tsp@tltsu.ru</email><xref ref-type="aff" rid="aff1"/></contrib></contrib-group><aff-alternatives id="aff1"><aff><institution xml:lang="en">Togliatti State University</institution></aff><aff><institution xml:lang="ru">Тольяттинский государственный университет</institution></aff></aff-alternatives><pub-date date-type="pub" iso-8601-date="2010-02-15" publication-format="electronic"><day>15</day><month>02</month><year>2010</year></pub-date><issue>2</issue><issue-title xml:lang="en">NO2 (2010)</issue-title><issue-title xml:lang="ru">№2 (2010)</issue-title><fpage>36</fpage><lpage>39</lpage><history><date date-type="received" iso-8601-date="2016-09-07"><day>07</day><month>09</month><year>2016</year></date></history><permissions><copyright-statement xml:lang="ru">Copyright ©; 2010, Теряник В.В., Поднебесов П.Г.</copyright-statement><copyright-year>2010</copyright-year><copyright-holder xml:lang="ru">Теряник В.В., Поднебесов П.Г.</copyright-holder><ali:free_to_read xmlns:ali="http://www.niso.org/schemas/ali/1.0/"/><license><ali:license_ref xmlns:ali="http://www.niso.org/schemas/ali/1.0/">http://creativecommons.org/licenses/by/4.0</ali:license_ref></license></permissions><self-uri xlink:href="https://journals.rudn.ru/engineering-researches/article/view/5091">https://journals.rudn.ru/engineering-researches/article/view/5091</self-uri><abstract xml:lang="en">Compressed elements of reinforced concrete structures are influenced by various factors in the process of building exploitation. Increasing of exploitation pressures is the chief danger. One way of increasing of carrying capacity of main exploiting columns is considered in the report.</abstract><trans-abstract xml:lang="ru">Новое время диктует правила использования и внедрения новых конструкционных материалов в совокупности с новыми технологиями. Создание «новых материалов из прежних» возможно путем армирования широко известных материалов. Армированный бетон по экономическим показателям и прочностным характеристикам превосходит обычный марочный бетон.</trans-abstract><kwd-group xml:lang="en"><kwd>strengthening</kwd><kwd>holder</kwd><kwd>fibrous concrete</kwd></kwd-group><kwd-group xml:lang="ru"><kwd>конструкционные материалы</kwd><kwd>армированный бетон</kwd><kwd>фибровое армирование</kwd></kwd-group></article-meta></front><body></body><back><ref-list><ref id="B1"><label>1.</label><mixed-citation>Теряник В.В. Прочность, устойчивость и деформативность железобетонных колонн, усиление обоймами. -Челябинск: Южно-уральское книжное издательство,  2004.</mixed-citation></ref><ref id="B2"><label>2.</label><mixed-citation>Теряник В.В., Лу А.В., Бирюков А.Ю. Элемент усиления колонн. Патент России RU № 67610.</mixed-citation></ref></ref-list></back></article>
