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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">16293</article-id><article-id pub-id-type="doi">10.22363/1815-5235-2017-4-19-28</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">CRACKING IN SHEET STRUCTURAL ELEMENT UNDER NON-UNIFORM STRESS FIELD</article-title><trans-title-group xml:lang="ru"><trans-title>ТРЕЩИНООБРАЗОВАНИЕ В ЛИСТОВОМ ЭЛЕМЕНТЕ КОНСТРУКЦИИ ПРИ НЕОДНОРОДНОМ НАПРЯЖЕННОМ ПОЛЕ</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author"><name-alternatives><name xml:lang="en"><surname>HASANOV</surname><given-names>Sh H</given-names></name><name xml:lang="ru"><surname>ГАСАНОВ</surname><given-names>ШАХИН ОГЛЫ</given-names></name></name-alternatives><bio xml:lang="ru"><p>д-р техн. наук, профессор</p></bio><email>iske@mail.ru</email><xref ref-type="aff" rid="aff1"/></contrib></contrib-group><aff-alternatives id="aff1"><aff><institution xml:lang="en"></institution></aff><aff><institution xml:lang="ru">Азербайджанский технический университет</institution></aff></aff-alternatives><pub-date date-type="pub" iso-8601-date="2017-09-15" publication-format="electronic"><day>15</day><month>09</month><year>2017</year></pub-date><issue>4</issue><issue-title xml:lang="en">NO4 (2017)</issue-title><issue-title xml:lang="ru">№4 (2017)</issue-title><fpage>19</fpage><lpage>28</lpage><history><date date-type="received" iso-8601-date="2017-06-26"><day>26</day><month>06</month><year>2017</year></date></history><permissions><copyright-statement xml:lang="en">Copyright ©; 2017, HASANOV S.H.</copyright-statement><copyright-statement xml:lang="ru">Copyright ©; 2017, ГАСАНОВ Ш.О.</copyright-statement><copyright-year>2017</copyright-year><copyright-holder xml:lang="en">HASANOV S.H.</copyright-holder><copyright-holder xml:lang="ru">ГАСАНОВ Ш.О.</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/structural-mechanics/article/view/16293">https://journals.rudn.ru/structural-mechanics/article/view/16293</self-uri><abstract xml:lang="en"><p>We give a mathematical description of calculation model for cracking in sheet structural element under a non-uniform stress field. The model of pre-fracture zones in state of plastic flow under constant stresses was accepted. The boundary value problem for interaction of zones of weakened interparticle material bonds in the sheet structural element under influence of the inhomogeneous stress field is reduced to a system of singular integral equations. The integral equations further reduce to a system of nonlinear algebraic equations for solution of which we use the method of successive approximations. Sizes of the prefracture zones and limit value of external loads at which in the sheet structural element the cracking occurs are found.</p></abstract><trans-abstract xml:lang="ru"><p>Дается математическое описание расчетной модели трещинообразования в листовом элементе конструкции при неоднородном напряженном поле. Принята модель зон предразрушения в состоянии пластического течения при постоянном напряжении. Краевая задача о взаимодействии зон ослабленных межчастичных связей материала в листовом элементе конструкции под действием неоднородного напряженного поля сводится к решению системы сингулярных интегральных уравнений. Интегральные уравнения далее сводятся к системе нелинейных алгебраических уравнений, для решения которой используется метод последовательных приближений. Определены размеры зон предразрушения и предельное значение внешней нагрузки, при котором происходит трещинообразование в листовом элементе конструкции.</p></trans-abstract><kwd-group xml:lang="en"><kwd>sheet structural element</kwd><kwd>non-uniform stress field</kwd><kwd>pre-fracture zone in a state of plastic flow</kwd><kwd>cracking</kwd></kwd-group><kwd-group xml:lang="ru"><kwd>листовой элемент конструкции</kwd><kwd>неоднородное напряженное поле</kwd><kwd>зоны предразрушения в состоянии пластического течения</kwd><kwd>трещинообразование</kwd></kwd-group><funding-group/></article-meta></front><body></body><back><ref-list><ref id="B1"><label>1.</label><citation-alternatives><mixed-citation xml:lang="en">Panasyuk, V.V. (1991). Mechanics of Quasibrittle Fracture of Material. Kiev: Naukova Dumka, 416. (in Russian).</mixed-citation><mixed-citation xml:lang="ru">Панасюк В.В. 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