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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="research-article" dtd-version="1.2" xml:lang="en"><front><journal-meta><journal-id journal-id-type="publisher-id">Structural Mechanics of Engineering Constructions and Buildings</journal-id><journal-title-group><journal-title xml:lang="en">Structural Mechanics of Engineering Constructions and Buildings</journal-title><trans-title-group xml:lang="ru"><trans-title>Строительная механика инженерных конструкций и сооружений</trans-title></trans-title-group></journal-title-group><issn publication-format="print">1815-5235</issn><issn publication-format="electronic">2587-8700</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">10900</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>Research Article</subject></subj-group></article-categories><title-group><article-title xml:lang="en">STRESS RELAXATION IN CURVED REINFORCED CONCRETE BEAM WITH REGARD TO STRUCTURAL DAMAGE</article-title><trans-title-group xml:lang="ru"><trans-title>РЕЛАКСАЦИЯ НАПРЯЖЕНИЙ В ИЗОГНУТОМ ЖЕЛЕЗОБЕТОННОМ БРУСЕ С УЧЕТОМ СТРУКТУРНЫХ ПОВРЕЖДЕНИЙ</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author"><name-alternatives><name xml:lang="en"><surname>Larionov</surname><given-names>E A</given-names></name><name xml:lang="ru"><surname>ЛАРИОНОВ</surname><given-names>ЕВГЕНИЙ АЛЕКСЕЕВИЧ</given-names></name></name-alternatives><bio xml:lang="ru">д-р техн. наук, профессор</bio><email>-</email><xref ref-type="aff" rid="aff1"/></contrib></contrib-group><aff-alternatives id="aff1"><aff><institution xml:lang="en">Moskovskiy Gosudarstvenniy Stroitelniy Universitet, Moscow</institution></aff><aff><institution xml:lang="ru">Московский государственный строительный университет</institution></aff></aff-alternatives><pub-date date-type="pub" iso-8601-date="2014-04-15" publication-format="electronic"><day>15</day><month>04</month><year>2014</year></pub-date><issue>4</issue><issue-title xml:lang="en">NO4 (2014)</issue-title><issue-title xml:lang="ru">№4 (2014)</issue-title><fpage>23</fpage><lpage>28</lpage><history><date date-type="received" iso-8601-date="2016-09-12"><day>12</day><month>09</month><year>2016</year></date></history><permissions><copyright-statement xml:lang="en">Copyright ©; 2016, Structural Mechanics of Engineering Constructions and Buildings</copyright-statement><copyright-statement xml:lang="ru">Copyright ©; 2016, Строительная механика инженерных конструкций и сооружений</copyright-statement><copyright-year>2016</copyright-year><copyright-holder xml:lang="en">Structural Mechanics of Engineering Constructions and Buildings</copyright-holder><copyright-holder xml:lang="ru">Строительная механика инженерных конструкций и сооружений</copyright-holder><ali:free_to_read xmlns:ali="http://www.niso.org/schemas/ali/1.0/"/></permissions><self-uri xlink:href="https://journals.rudn.ru/structural-mechanics/article/view/10900">https://journals.rudn.ru/structural-mechanics/article/view/10900</self-uri><abstract xml:lang="en">A stress relaxation of the curved reinforced concrete beam problem is studied in this arti- cle. The concrete and armature structural damages are also taken into account.</abstract><trans-abstract xml:lang="ru">В статье изучается задача релаксации напряжений в изогнутом железобетонном брусе. Учитываются структурные повреждения бетона и арматуры.</trans-abstract><kwd-group xml:lang="en"><kwd>structural damage</kwd><kwd>creep</kwd><kwd>stress</kwd></kwd-group><kwd-group xml:lang="ru"><kwd>Структурные повреждения</kwd><kwd>ползучесть</kwd><kwd>напряжения</kwd></kwd-group></article-meta></front><body></body><back><ref-list><ref id="B1"><label>1.</label><mixed-citation>Бондаренко В.М., Бондаренко С.В. Инженерные методы нелинейной теории железобетона. - М.: Стройиздат, 1982. - 287с.</mixed-citation></ref><ref id="B2"><label>2.</label><mixed-citation>Бондаренко В.М., Ларионов Е.А. 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