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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">43686</article-id><article-id pub-id-type="doi">10.22363/1815-5235-2024-20-6-567-592</article-id><article-id pub-id-type="edn">CYGRSH</article-id><article-categories><subj-group subj-group-type="toc-heading" xml:lang="en"><subject>Analysis of thin elastic shells</subject></subj-group><subj-group subj-group-type="toc-heading" xml:lang="ru"><subject>Расчет тонких упругих оболочек</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">Analytical Calculation of Cylindrical Shells in the Form of Second-Order Algebraic Surfaces</article-title><trans-title-group xml:lang="ru"><trans-title>Аналитический расчет цилиндрических оболочек в форме алгебраических поверхностей второго порядка</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author"><contrib-id contrib-id-type="orcid">https://orcid.org/0000-0002-9385-3699</contrib-id><contrib-id contrib-id-type="spin">2021-6966</contrib-id><name-alternatives><name xml:lang="en"><surname>Krivoshapko</surname><given-names>Sergey N.</given-names></name><name xml:lang="ru"><surname>Кривошапко</surname><given-names>Сергей Николаевич</given-names></name></name-alternatives><bio xml:lang="en"><p>Doctor of Technical Sciences, Professor of the Department of Construction Technology and Structural Materials, Academy of Engineering</p></bio><bio xml:lang="ru"><p>доктор технических наук, профессор, профессор кафедры технологий строительства и конструкционных материалов, инженерная академия</p></bio><email>sn_krivoshapko@mail.ru</email><xref ref-type="aff" rid="aff1"/></contrib></contrib-group><aff-alternatives id="aff1"><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="2024-12-31" publication-format="electronic"><day>31</day><month>12</month><year>2024</year></pub-date><volume>20</volume><issue>6</issue><issue-title xml:lang="en"/><issue-title xml:lang="ru"/><fpage>567</fpage><lpage>592</lpage><history><date date-type="received" iso-8601-date="2025-04-06"><day>06</day><month>04</month><year>2025</year></date></history><permissions><copyright-statement xml:lang="en">Copyright ©; 2024, Krivoshapko S.N.</copyright-statement><copyright-statement xml:lang="ru">Copyright ©; 2024, Кривошапко С.Н.</copyright-statement><copyright-year>2024</copyright-year><copyright-holder xml:lang="en">Krivoshapko S.N.</copyright-holder><copyright-holder xml:lang="ru">Кривошапко С.Н.</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/43686">https://journals.rudn.ru/structural-mechanics/article/view/43686</self-uri><abstract xml:lang="en"><p>When choosing the shape of a shell, one should strive for the boundary conditions to ensure momentless behavior of the shell. Second-order algebraic surfaces include three degenerate surfaces: parabolic, elliptic, and hyperbolic cylindrical surfaces, and two surfaces derived from them: circular cylindrical surface and cylindrical surface with incomplete ellipse in cross-section. These five surfaces are the objects of this research. For the first time, comparative static analysis of the five shells under a load of self-weight type is performed using the momentless shell theory. The explicit formulae for the determination of three internal membrane forces are obtained. It is shown that the parabolic cylindrical shell and the cylindrical shell with incomplete ellipse in cross-section perform better within the momentless shell theory. The constraints for the application of the momentless theory obtained earlier by other authors are confirmed. For the first time, a system of three partial differential equations with respect to the displacements of middle surfaces of the five cylindrical shells given in previously unused curvilinear coordinates is derived. It is established that no studies dealt with the calculation of hyberbolic cylindrical shells so far. A brief review of publications on the analysis of strength, stability, dynamics, and application of the five considered cylindrical shells is given to clarify the directions of investigation of these five cylindrical shells.</p></abstract><trans-abstract xml:lang="ru"><p>При выборе формы оболочек нужно стремиться, чтобы граничные условия обеспечивали работу оболочек в безмоментном состоянии. В состав алгебраических поверхностей второго порядка входят три вырожденные поверхности: параболическая, эллиптическая и гиперболическая цилиндрические поверхности, а также две производные от них поверхности: круговая цилиндрическая поверхность и цилиндрическая поверхность с неполным эллипсом в поперечном сечении. Эти пять цилиндрических поверхностей стали объектами исследования в статье. Впервые произведен сравнительный расчет по безмоментной теории пяти оболочек на действие статической нагрузки типа собственного веса, для чего получены в явном виде формулы для определения трех тангенциальных внутренних усилий. Показано, что в рамках безмоментной теории оболочек лучше работает параболическая цилиндрическая оболочка и цилиндрическая оболочка с неполным эллипсом в поперечном сечении. Подтверждены полученные ранее другими авторами ограничения на применение безмоментной теории. Впервые выведена система трех дифференциальных уравнений в частных производных относительно перемещений срединной поверхности пяти цилиндрических оболочек, заданных в ранее не применявшихся криволинейных координатах. Установлено, что до настоящего времени никто не занимался расчетом гиперболической цилиндрической оболочки. Приведен краткий обзор опубликованных работ по расчету на прочность, устойчивость, колебания и применение пяти рассматриваемых цилиндрических оболочек для выяснения направлений исследований этих пяти цилиндрических оболочек.</p></trans-abstract><kwd-group xml:lang="en"><kwd>thin shell</kwd><kwd>hyperbolic cylindrical shell</kwd><kwd>parabolic cylindrical shell</kwd><kwd>circular cylindrical shell</kwd><kwd>elliptic cylindrical shell</kwd><kwd>linear shell theory in lines of curvature</kwd><kwd>momentless shell theory</kwd></kwd-group><kwd-group xml:lang="ru"><kwd>тонкая оболочка</kwd><kwd>гиперболическая цилиндрическая оболочка</kwd><kwd>параболическая цилиндрическая оболочка</kwd><kwd>круговая цилиндрическая оболочка</kwd><kwd>эллиптическая цилиндрическая оболочка</kwd><kwd>линейная теория оболочек в линиях кривизны</kwd><kwd>безмоментная теория оболочек</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">Lee Y.S. 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