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<article article-type="research-article" dtd-version="1.3" 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" xml:lang="ru"><front><journal-meta><journal-id journal-id-type="publisher-id">mirtr</journal-id><journal-title-group><journal-title xml:lang="ru">Мир транспорта</journal-title><trans-title-group xml:lang="en"><trans-title>World of Transport and Transportation</trans-title></trans-title-group></journal-title-group><issn pub-type="ppub">1992-3252</issn><publisher><publisher-name>Russian University of Transport (RUT)</publisher-name></publisher></journal-meta><article-meta><article-id custom-type="elpub" pub-id-type="custom">mirtr-407</article-id><article-categories><subj-group subj-group-type="heading"><subject>Research Article</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="ru"><subject>ВОПРОСЫ ТЕОРИИ</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="en"><subject>THEORY</subject></subj-group></article-categories><title-group><article-title>МОДЕЛЬ ПРОСТРАНСТВЕННЫХ КОЛЕБАНИЙ ПЛАТФОРМЫ С ДЛИННОМЕРНЫМ ГРУЗОМ</article-title><trans-title-group xml:lang="en"><trans-title>MODEL OF SPATIAL OSCILLATIONS OF A FLAT CAR WITH LONG GOODS</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Анисимов</surname><given-names>П. С.</given-names></name><name name-style="western" xml:lang="en"><surname>Anisimov</surname><given-names>P. S.</given-names></name></name-alternatives><bio xml:lang="ru"><p>доктор технических наук, профессор </p><p>+7 (495) 684–2210</p></bio><bio xml:lang="en"><p>D. Sc. (Tech), professor</p></bio><xref ref-type="aff" rid="aff-1"/></contrib></contrib-group><aff-alternatives id="aff-1"><aff xml:lang="ru"><institution>Московский государственный университет путей сообщения (МИИТ), Москва</institution><country>Россия</country></aff><aff xml:lang="en"><institution>Moscow State University of Railway Engineering (MIIT), Moscow</institution><country>Russian Federation</country></aff></aff-alternatives><pub-date pub-type="collection"><year>2013</year></pub-date><pub-date pub-type="epub"><day>28</day><month>08</month><year>2013</year></pub-date><volume>0</volume><issue>4</issue><fpage>6</fpage><lpage>13</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Анисимов П.С., 2013</copyright-statement><copyright-year>2013</copyright-year><copyright-holder xml:lang="ru">Анисимов П.С.</copyright-holder><copyright-holder xml:lang="en">Anisimov P.S.</copyright-holder><license xml:lang="ru" license-type="creative-commons-attribution" xlink:href="https://creativecommons.org/licenses/by/4.0/" xlink:type="simple"><license-p>Данная работа распространяется под лицензией Creative Commons Attribution 4.0.</license-p></license><license xml:lang="en" license-type="creative-commons-attribution" xlink:href="https://creativecommons.org/licenses/by/4.0/" xlink:type="simple"><license-p>This work is licensed under a Creative Commons Attribution 4.0 License.</license-p></license></permissions><self-uri xlink:href="https://mirtr.elpub.ru/jour/article/view/407">https://mirtr.elpub.ru/jour/article/view/407</self-uri><abstract><p>Разработана математическая модель  для исследования пространственных  колебаний вагона-платформы  с длинномерным грузом (концы груза  выходят за пределы лобовых брусьев  рамы вагона более чем на 400 мм),  опирающимся на две упруго-диссипативные опоры, при движении  по прямым и кривым железнодорожного  пути со стыковыми и гармоническими  неровностями в вертикальной  и горизонтальной плоскостях. В ходе определения фундаментальной  функции при изгибе длинномерного  груза использовано дифференциальное  уравнение свободных колебаний стержня  постоянного поперечного сечения по его  длине на упругом основании. Для составления дифференциальных  уравнений, описывающих  пространственные колебания  механической системы, применялось  уравнение Лагранжа второго рода.  Получена система из 20 уравнений.  Железнодорожный путь принят жёстким  в вертикальной плоскости и упругим  в горизонтальной плоскости. </p></abstract><trans-abstract xml:lang="en"><p>The author has developed a mathematical model to study spatial oscillations of a tetra axial flat car with long goods (the ends of goods exceed limits of frontal bars of carriage underframe for more than 400 mm) leaned on two elastic dissipative supports of a flat car. At the same time the free ends (consoles) of a cargo overhang the floor of two cars. Thus the mechanical system «flat car – long goods’ consists of 12 solids: long goods which are elastic in vertical plain, frame of a car which is also elastic in vertical plain, two over spring beams, four lateral beams and four wheel pairs of model 18–100 bogies.</p><p>There are some allowances that help to elaborate a mathematical model: gaps in pivot plate assemblies are not taken into consideration; lateral rolling motion of side frames of bogies is absent; wobbling, transversal drift of side frames of bogies, as well as wobbling of over spring beams and wheel pairs are equal; rail track is rigid in vertical plain and elastic in horizontal plain. In order to define fundamental function of bending of long goods in vertical plain, the author used differential equation of free motion of a rod with constant cross-section along its length when it is placed on elastic foundation. Three forms of oscillation are composed. The first and the second forms refer to oscillations of long goods as of solids (bouncing and rocking), the third one refers to oscillations of load as of elastic body.</p><p>In order to compose differential equations, describing spatial oscillations of a flat car with long goods, moving along straight and curve track, the author used Lagrange equation. The elastic features of the bogie of a flat car as well as elastic features of long goods are provided for in kinetic energy. Describing the supports for long goods the author takes into consideration elastic and viscous forces and the moment. Generalized forces are defined through the forces in lateral bearers during side drifting that influence over spring beams of bogies and through the forces that result from relative travel of over spring beams and side frames of bogies, as well as through the moments of dry friction during wobbling of the frame of a flat car, through the moment of lateral rocking of the frame and through the moment of edge bearing of center plate on thrust bearing of a bogie. The author also has taken into consideration the forces of interaction between the wheels and the rails, caused by elastic motion of wheels along the rails, as well as the forces caused by conicity of the surface of wheel rolling.</p><p>The study resulted in a system of 20 equations which describe spatial oscillations of the mechanical system «flat car – long goods’ at the moment when it moves along straight track and track curves (circular curves). While motion in curves is analyzed, the absolute coordinates are assumed, which are equal to the sum of coordinates in relative and translational motion, the uncompensated lateral accelerations been also considered. Mathematical model assumes clinch, vertical and horizontal harmonic irregularities accounting also for transportation lag of whhel pairs.</p></trans-abstract><kwd-group xml:lang="ru"><kwd>железная дорога</kwd><kwd>вагон-платформа</kwd><kwd>упругий длинномерный груз</kwd><kwd>упруго-диссипативные опоры</kwd><kwd>фундаментальная функция</kwd><kwd>пространственные колебания</kwd><kwd>прямые и кривые железнодорожного пути с неровностями</kwd><kwd>математическая модель</kwd><kwd>дифференциальные уравнения</kwd></kwd-group><kwd-group xml:lang="en"><kwd>railway</kwd><kwd>flat car</kwd><kwd>elastic long goods</kwd><kwd>elastic dissipative supports</kwd><kwd>fundamental function</kwd><kwd>spatial oscillations</kwd><kwd>straight and curve track with irregularities</kwd><kwd>mathematical model</kwd><kwd>differential equations</kwd></kwd-group></article-meta></front><back><ref-list><title>References</title><ref id="cit1"><label>1</label><citation-alternatives><mixed-citation xml:lang="ru">Технические условия погрузки и крепления грузов. – М.: Транспорт, 1990. – 408 с. 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