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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="abstract" 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">21082</article-id><article-id pub-id-type="doi">10.22363/1815-5235-2019-15-2-149-157</article-id><article-categories><subj-group subj-group-type="toc-heading" xml:lang="en"><subject>Theory of elasticity</subject></subj-group><subj-group subj-group-type="toc-heading" xml:lang="ru"><subject>Теория упругости</subject></subj-group><subj-group subj-group-type="article-type"><subject>Abstract</subject></subj-group></article-categories><title-group><article-title xml:lang="en">Unloading wave in the cylindrical network from nonlinear elastic fibers</article-title><trans-title-group xml:lang="ru"><trans-title>Волна разгрузки в цилиндрической сети из нелинейно упругих волокон</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author"><name-alternatives><name xml:lang="en"><surname>Rustamova</surname><given-names>Mexseti A</given-names></name><name xml:lang="ru"><surname>Рустамова</surname><given-names>Мехсети кызы</given-names></name></name-alternatives><bio xml:lang="en"><p>PhD in Physical and Mathematical Sciences, Leading Researcher, Associate Professor, Department of Wave Dynamics, Institute of Mathematics and Mechanics, National Academy of Sciences of Azerbaijan</p></bio><bio xml:lang="ru"><p>кандидат физико-математических наук, ведущий научный сотрудник, доцент, отдел волновой динамики, Институт математики и механики, Национальная академия наук Азербайджана</p></bio><email>mehsetir@gmail.com</email><xref ref-type="aff" rid="aff1"/></contrib></contrib-group><aff-alternatives id="aff1"><aff><institution xml:lang="en">Institute of Mathematics and Mechanics of National Academy of Sciences of Azerbaijan</institution></aff><aff><institution xml:lang="ru">Институт математики и механики Национальной академии наук Азербайджана</institution></aff></aff-alternatives><pub-date date-type="pub" iso-8601-date="2019-12-15" publication-format="electronic"><day>15</day><month>12</month><year>2019</year></pub-date><volume>15</volume><issue>2</issue><issue-title xml:lang="en">VOL 15, NO2 (2019)</issue-title><issue-title xml:lang="ru">ТОМ 15, №2 (2019)</issue-title><fpage>149</fpage><lpage>157</lpage><history><date date-type="received" iso-8601-date="2019-05-14"><day>14</day><month>05</month><year>2019</year></date></history><permissions><copyright-statement xml:lang="en">Copyright ©; 2019, Rustamova M.A.</copyright-statement><copyright-statement xml:lang="ru">Copyright ©; 2019, Рустамова М.к.</copyright-statement><copyright-year>2019</copyright-year><copyright-holder xml:lang="en">Rustamova M.A.</copyright-holder><copyright-holder xml:lang="ru">Рустамова М.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/">http://creativecommons.org/licenses/by/4.0</ali:license_ref></license></permissions><self-uri xlink:href="https://journals.rudn.ru/structural-mechanics/article/view/21082">https://journals.rudn.ru/structural-mechanics/article/view/21082</self-uri><abstract xml:lang="en"><p>Aims of research. Investigation of a wave of unloading in a cylindrical network of nonlinear elastic fibers. Given the many options for wave propagation in cylindrical networks, an attempt is made to solve the problem of continuous waves. Methods. The movement of the network in the axial direction is cornsidered. nonlinear elastic fibers; To a basis of a cylindrical system are accepted: an individual vector i r parallel wave of unloading; cylindrical network; to a cylinder axis, j r · an individual vector of a tangent to cross-section section continuous waves of the cylinder, k · an individual vector perpendicular to the previous ones, x - is the coordinate in the direction of the axis of the cylinder, y - is the length of an arc of the circumference of the cylinder. The problem reduces to a hyperbolic system of equations under appropriate conditions. Since the wave speed increases when the net is stretched, the stretch wave will obviously be discontinuous. In order to study continuous waves, the problem of wave propagation is solved when unloading a pre-stretched cylinder from a nonlinear basis. The problem is solved by the method of characteristics. Results. The results are illustrated with calculations and can be used at calculations of various flexible pipes, including flexible drilling.</p></abstract><trans-abstract xml:lang="ru"><p>Цели. Исследование волны разгрузки в цилиндрической сети из нелинейно упругих волокон. Предпринимается попытка решения задачи о непрерывных волнах с учетом множества вариантов распространения волн в цилиндрических сетях. Методы. На основе уравнений движения сети в общем случае строятся уравнения движения цилиндрической сети. Рассматривается движение сети в осевом направлении. За базис цилиндрической системы принимают- r непрерывные волны ся: единичный вектор i , параллельный оси цилиндра, j r - единичный вектор касательной к поперечному сечению цилиндра, k - единичный вектор, перпендикулярный к предыдущим, x - координата в направлении оси цилиндра, y - длина дуги окружности цилиндра. Задача сводится к гиперболической системе уравнений при соответствующих условиях. Поскольку при растяжении сети скорость волны увеличивается, то, очевидно, волна растяжения будет разрывной. С целью исследования непрерывных волн решается задача о распространении волн при разгрузке предварительно растянутого цилиндра из нелинейной основы. Задача решается методом характеристик. Результаты. Результаты иллюстрируются расчетами и могут быть использованы при вычислении данных для различных гибких труб, в том числе бурильных.</p></trans-abstract><kwd-group xml:lang="ru"><kwd>нелинейно упругие волокна</kwd><kwd>волна разгрузки</kwd><kwd>цилиндрическая сеть</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">Rakhmatulin Kh.A. (1947). Ob udare po gibkoi niti [On hitting a flexible thread]. Journal Appl. Math. Mech., XII, 379-382. (In Russ.)</mixed-citation><mixed-citation xml:lang="ru">Рахматулин Х.А. Об ударе по гибкой нити // ПММ. 1947. Т. ХII. C. 379-382.</mixed-citation></citation-alternatives></ref><ref id="B2"><label>2.</label><citation-alternatives><mixed-citation xml:lang="en">Agalarov J.H., Efendiev A.N. (1988). The propagation of nonlinear waves in a structure consisting of net system. Rakenteiden mekaniika seura ry. 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