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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">41546</article-id><article-id pub-id-type="doi">10.22363/1815-5235-2024-20-4-364-373</article-id><article-id pub-id-type="edn">TCMXGL</article-id><article-categories><subj-group subj-group-type="toc-heading" xml:lang="en"><subject>Theory of plasticity</subject></subj-group><subj-group subj-group-type="toc-heading" xml:lang="ru"><subject>Теория пластичности</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">Is It Possible to Determine the Whole Crack Path at Once?</article-title><trans-title-group xml:lang="ru"><trans-title>Возможно ли определение траектории трещины сразу и в целом?</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author"><contrib-id contrib-id-type="orcid">https://orcid.org/0000-0002-4824-8481</contrib-id><contrib-id contrib-id-type="spin">3989-2934</contrib-id><name-alternatives><name xml:lang="en"><surname>Morozov</surname><given-names>Evgeny M.</given-names></name><name xml:lang="ru"><surname>Морозов</surname><given-names>Евгений Михайлович</given-names></name></name-alternatives><bio xml:lang="en"><p>Doctor of Technical Sciences, Professor Professor of the Department of Density Physics</p></bio><bio xml:lang="ru"><p>доктор технических наук, профессор, профессор кафедры физики прочности</p></bio><email>evgeny.morozof@gmail.com</email><xref ref-type="aff" rid="aff1"/></contrib><contrib contrib-type="author"><contrib-id contrib-id-type="orcid">https://orcid.org/0000-0001-9158-0378</contrib-id><contrib-id contrib-id-type="spin">5262-5269</contrib-id><name-alternatives><name xml:lang="en"><surname>Kurbanmagomedov</surname><given-names>Arslan K.</given-names></name><name xml:lang="ru"><surname>Курбанмагомедов</surname><given-names>Арслан Курбанмагомедович</given-names></name></name-alternatives><bio xml:lang="en"><p>Candidate of Physical and Mathematical Sciences, senior lecturer, Nikolskii Mathematical Institute</p></bio><bio xml:lang="ru"><p>кандидат физико-математических наук, старший преподаватель математического института С.М. Никольского</p></bio><email>kurbanmagomedov_ak@pfur.ru</email><xref ref-type="aff" rid="aff2"/></contrib></contrib-group><aff-alternatives id="aff1"><aff><institution xml:lang="en">National Research Nuclear University MEPhI</institution></aff><aff><institution xml:lang="ru">Национальный исследовательский ядерный университет МИФИ</institution></aff></aff-alternatives><aff-alternatives id="aff2"><aff><institution xml:lang="en">RUDN University</institution></aff><aff><institution xml:lang="ru">Российский университет дружбы народов</institution></aff></aff-alternatives><pub-date date-type="pub" iso-8601-date="2024-11-15" publication-format="electronic"><day>15</day><month>11</month><year>2024</year></pub-date><volume>20</volume><issue>4</issue><issue-title xml:lang="en">VOL 20, NO4 (2024)</issue-title><issue-title xml:lang="ru">ТОМ 20, №4 (2024)</issue-title><fpage>364</fpage><lpage>373</lpage><history><date date-type="received" iso-8601-date="2024-11-14"><day>14</day><month>11</month><year>2024</year></date></history><permissions><copyright-statement xml:lang="en">Copyright ©; 2024, Morozov E.M., Kurbanmagomedov A.K.</copyright-statement><copyright-statement xml:lang="ru">Copyright ©; 2024, Морозов Е.М., Курбанмагомедов А.К.</copyright-statement><copyright-year>2024</copyright-year><copyright-holder xml:lang="en">Morozov E.M., Kurbanmagomedov A.K.</copyright-holder><copyright-holder xml:lang="ru">Морозов Е.М., Курбанмагомедов А.К.</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/">https://creativecommons.org/licenses/by-nc/4.0</ali:license_ref></license></permissions><self-uri xlink:href="https://journals.rudn.ru/structural-mechanics/article/view/41546">https://journals.rudn.ru/structural-mechanics/article/view/41546</self-uri><abstract xml:lang="en"><p>A brief review of crack path calculation methods using integral principles of mechanics is presented. In twodimensional setting, a crack is considered as a geodesic line on the surface of a body with a metric that depends on the initial stress state. The possibility of approximate determination of crack path on the basis of integral principles is illustrated on a number of problems. In particular, crack paths in a half-plane under uniformly distributed load applied on its edge are determined. The calculations include the stress state of the half-plane taken from the solution for a body without a crack. The fruitfulness of the representation of displacements of crack edges using the Winkler’s hypothesis is shown. To study the subcritical behavior of the crack, the concept of cracon, a quasi-particle simulating the motion of the crack tip, can be introduced. The problem of determining the crack path on the basis of integral principles of mechanics is insufficiently investigated and requires further research.</p></abstract><trans-abstract xml:lang="ru"><p>Представлен краткий обзор методов расчета траектории трещины с использованием интегральных принципов механики. В двумерной постановке трещина рассматривается как геодезическая линия на поверхности тела с метрикой, которая зависит от начального напряженного состояния. Возможность приближенного определения траектории трещины на основе интегральных принципов проиллюстрирована на ряде задач. В частности, определены траектории трещины в полуплоскости под действием равномерно распределенной нагрузки на ее кромку. Расчеты включают напряженное состояние полуплоскости, взятое из решения для тела без трещины. Показана плодотворность представления смещений краев трещины с помощью гипотезы Винклера. Для изучения докритического поведения трещины может быть введено понятие cracon - квазичастицы, имитирующей движение вершины трещины. Проблема определения траектории трещины на основе интегральных принципов механики изучена недостаточно и требует дальнейших исследований.</p></trans-abstract><kwd-group xml:lang="en"><kwd>fracture mechanics</kwd><kwd>solid mechanics</kwd><kwd>cracks path</kwd><kwd>quasi-brittle fracture</kwd><kwd>fracture stress</kwd><kwd>composite material</kwd></kwd-group><kwd-group xml:lang="ru"><kwd>фрактальная механика</kwd><kwd>механика твердого тела</kwd><kwd>траектория трещины</kwd><kwd>квазихрупкий фрактал</kwd><kwd>фрактальное напряжение</kwd><kwd>композиционный материал</kwd></kwd-group><funding-group/></article-meta></front><body></body><back><ref-list><ref id="B1"><label>1.</label><mixed-citation>Xu S., Reinhardt H.W. Determination of double-K criterion for crack propagation in quasi-brittle fracture, Part I: Experimental investigation of crack propagation. 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