<?xml version="1.0" encoding="UTF-8"?>
<!DOCTYPE article PUBLIC "-//NLM//DTD JATS (Z39.96) Journal Publishing DTD v1.3 20210610//EN" "JATS-journalpublishing1-3.dtd">
<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-6</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>НАУКА И ТЕХНИКА</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="en"><subject>SCIENCE AND ENGINEERING</subject></subj-group></article-categories><title-group><article-title>НАПРЯЖЁННО-ДЕФОРМИРОВАННОЕ СОСТОЯНИЕ ГРУЗОВОЙ РАМЫ ТРАНСПОРТЁРА</article-title><trans-title-group xml:lang="en"><trans-title>STRESS-STRAIN	STATE OF CARGO FRAME OF A TRANSPORTER</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></bio><bio xml:lang="en"><p>D. Sc. (Eng.), professor </p><p>+7 (495) 684–22–10</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>2015</year></pub-date><pub-date pub-type="epub"><day>28</day><month>02</month><year>2015</year></pub-date><volume>13</volume><issue>1 (56)</issue><fpage>46</fpage><lpage>55</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Анисимов П.С., 2015</copyright-statement><copyright-year>2015</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/6">https://mirtr.elpub.ru/jour/article/view/6</self-uri><abstract><p>Рассмотрена сварная конструкция специальной грузовой рамы восьмиосного железнодорожного транспортёра колодцевого типа, предназначенного перевозить крупногабаритные уникальные изделия. Рама изготовлена на Калужском турбинном заводе. В гружёном положении она располагается горизонтально и имеет негабаритность четвёртой степени, а в порожнем состоянии – вертикально и находится в габарите подвижного состава. Коэффициент устойчивости незагруженной конструкции от поперечного опрокидывания в кривых 1,96, что больше предельно допустимой величины, равной 1,8.</p><p>Исследовано напряжённо-деформированное состояние грузовой рамы с использованием метода конечных элементов. В качестве таковых были приняты прямоугольные пластины с различными геометрическими характеристиками, воспринимающие деформации растяжения, сжатия, сдвига и изгиба в двух плоскостях.</p></abstract><trans-abstract xml:lang="en"><p>Standard eight-axle transporters of pit type with typical cargo frame, which are in operation now, are not suitable for transportation of large unique products because of the inability to fix them firmly. A special cargo frame has been created, which is mounted on a standard eight-axle transporter of pit type instead of a standard frame. In laden position it is placed horizontally and has 4 degree bulkiness, and in unladen position it is placed vertically and is located in the clearance of the rolling stock. Stability coefficient of unloaded structure from cross-tipping in curves is 1,96 and it is higher than the maximum permissible value of 1,8. The project was implemented by the department of railway cars and cars facilities of MIIT jointly with Kaluga Turbine Plant.</p><p>The objective of the author is to investigate stressstrain state of a cargo frame of a transporter, produced at Kaluga Turbine Plant, using finite element method, comparative and mathematical methods. For that purpose rectangular plates were taken with different geometrical characteristics, perceiving deformations of tension, compression, shear and bending in two planes. Basing on the analysis of the stress strain state of originally designed cargo frame Kaluga Turbine plant-manufacturer got recommendations for more rational distribution of the metal mass in length and cross-section, as well as a decrease in metal intensity of the spaces of the cargo frame where calculations defined very low stresses. In general, studies of stress-strain state of the cargo frame showed that it is workable, strength reliable, easy for fastening of transported products and can be safely used for regular transportation of special products on railways of Russia on the same basis in accordance with the requirements for the mass rolling stock of the car fleet.</p></trans-abstract><kwd-group xml:lang="ru"><kwd>железнодорожный транспортёр</kwd><kwd>специальная грузовая рама</kwd><kwd>напряжённо-деформированное состояние</kwd><kwd>метод конечных элементов</kwd><kwd>коэффициент устойчивости</kwd></kwd-group><kwd-group xml:lang="en"><kwd>railway transporter</kwd><kwd>special cargo frame</kwd><kwd>stress-strain state</kwd><kwd>finite element method</kwd><kwd>stability coefficient</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">Галлагер Р. Метод конечных элементов: Пер. с англ. – М.: Мир, 1984. – 428 с. Gallagher, R. Finite Element Analysis. Fundamentals [Russian ed., translated from English]. Moscow, Mir publ., 1984, 428 p.</mixed-citation><mixed-citation xml:lang="en">Галлагер Р. Метод конечных элементов: Пер. с англ. – М.: Мир, 1984. – 428 с. Gallagher, R. Finite Element Analysis. Fundamentals [Russian ed., translated from English]. Moscow, Mir publ., 1984, 428 p.</mixed-citation></citation-alternatives></ref><ref id="cit2"><label>2</label><citation-alternatives><mixed-citation xml:lang="ru">Синицын С. Б., Ванюшенков М. Г. Матричные методы и МКЭ решения задач строительной механики: учебное пособие. – М.: МИСИ, 1984. – 124 с. Sinitsyn, S.B., Vanyushenkov, M. G. Matrix methods and FEM solution for problems of structural mechanics: a tutorial [Matrichnye metody i MKJe reshenija zadach stroitel’noj mehaniki: uchebnoe posobie]. Moscow, MISI publ., 1984, 124 p.</mixed-citation><mixed-citation xml:lang="en">Синицын С. Б., Ванюшенков М. Г. Матричные методы и МКЭ решения задач строительной механики: учебное пособие. – М.: МИСИ, 1984. – 124 с. Sinitsyn, S.B., Vanyushenkov, M. G. Matrix methods and FEM solution for problems of structural mechanics: a tutorial [Matrichnye metody i MKJe reshenija zadach stroitel’noj mehaniki: uchebnoe posobie]. Moscow, MISI publ., 1984, 124 p.</mixed-citation></citation-alternatives></ref><ref id="cit3"><label>3</label><citation-alternatives><mixed-citation xml:lang="ru">Нормы для расчёта и проектирования вагонов железных дорог МПС колеи 1520 мм (несамоходных) / ГосНИИВ-ВНИИЖТ. – М.: 1996. – 319 с. The rules for the calculation and design of cars for railways of Ministry of transportation with gauge 1520 mm (non-self propelled) [Normy dlja raschjota i proektirovanija vagonov zheleznyh dorog MPS kolei 1520 mm (nesamohodnyh)]. Moscow, GosNIIV–VNIIZhT publ., 1996, 319 p.</mixed-citation><mixed-citation xml:lang="en">Нормы для расчёта и проектирования вагонов железных дорог МПС колеи 1520 мм (несамоходных) / ГосНИИВ-ВНИИЖТ. – М.: 1996. – 319 с. The rules for the calculation and design of cars for railways of Ministry of transportation with gauge 1520 mm (non-self propelled) [Normy dlja raschjota i proektirovanija vagonov zheleznyh dorog MPS kolei 1520 mm (nesamohodnyh)]. Moscow, GosNIIV–VNIIZhT publ., 1996, 319 p.</mixed-citation></citation-alternatives></ref><ref id="cit4"><label>4</label><citation-alternatives><mixed-citation xml:lang="ru">Анисимов П. С. Модель пространственных колебаний платформы с длинномерным грузом // Мир транспорта. – 2013. – № 4. – С. 6–13. Anisimov, P. S. Model of Spatial Oscillations of a Flat Car with Long Goods. World of Transport and Transportation, 2013, Vol.11, Iss.4, pp. 6–13.</mixed-citation><mixed-citation xml:lang="en">Анисимов П. С. Модель пространственных колебаний платформы с длинномерным грузом // Мир транспорта. – 2013. – № 4. – С. 6–13. Anisimov, P. S. Model of Spatial Oscillations of a Flat Car with Long Goods. World of Transport and Transportation, 2013, Vol.11, Iss.4, pp. 6–13.</mixed-citation></citation-alternatives></ref></ref-list><fn-group><fn fn-type="conflict"><p>The authors declare that there are no conflicts of interest present.</p></fn></fn-group></back></article>
