: 131-136
Lviv Branch of Dnipropetrovsk National University of the Railway transport named by ac. V. Lazaryan
Lviv Polytechnic National University, Institute of Jurisprudence and Psychology
Lviv Polytechnic National University, Department of building рroduction

Multivariate analysis calculations of testing conditions of yield hinge at the top of the arch tubes showed that the origin of the yield hinge, which takes place in the vault of CIM is performed only on the condition of the simultaneous, the adverse effects of the two factors (reasons): the assumption of inequality way beyond the permissible values without performing measures to eliminate or limit its speed train (first cause); reducing soil compaction of backfill below 90% (the second reason). In the absence of a cause of the origin of the yield hinge will not happen. For the first time the carrying capacity of corrugated metal structures of large diameter (over 6 m) taking into account complex factors – the degree of compaction of backfill soil, the value of dynamic loading of rail transport by the criterion of yield hinge in the metal pipe in case of residual strains vertical and horizontal diameters CIM is investigated. The results of carrying capacity of corrugated metal structures such as horizontal ellipse cross sections can be used by engineers of bridge probationary stations of Railways and Ukravtodor and project organizations involved in the design of corrugated metal structures with a diameter bigger than 6 m.

1. Koval’chuk V. V. Vplyv tovshchyny hofrovanoho elementa na napruzheno-deformovanyy stan metalevykh hofrovanykh konstruktsiy [Effect of the thickness of the corrugated element on the stress-strain state of the metal corrugated structures]. Visnyk Dnipropetrovs’koho nats. un-tu. zalizn.. transportu im..akadem. V. Lazaryana “Nauka ta prohres transportu”. – Dnipropetrovs’k, 2015, Vol. 3 (57), pp. 199–207. doi: 2. Luchko J. J., Koval’chuk V. V., Nabochenko O. S. Doslіdzhennja nesuchoї zdatnostі metalevoї gofrovanoї konstrukcії za kriterієm rozvitku plastichnogo sharnіru u vershinі trubi [Investigation of bearing capacity of metal corrugated construction on the criterion of plastic hinge development at the apex of a pipe]. Vіsnik Dnіpropetrovs’kogo nac. un-tu. zalіzn. transportu  іm..akadem. V. Lazarjana “Nauka ta progres transportu”. – Dnіpropetrovs’k, 2015, Vol. 5 (59). pp. 180–194. doi:10.15802/stp2015/55340. 3. Koval’ P. M., Bab’jak І. P., Sіtdikova T. M. Normuvannja pri proektuvannі і budіvnictvі sporud z metalevih gofrovanih konstrukcіj [Normization at designing and construction of structures from metal corrugated structures]. Vіsnik Dnіpropetr. nac. un-tu zal. transp. іm. ak. V. Lazarjana, 2010, Vol. 39, pp. 114–117. 4. Posіbnik do VBN V.2.3-218-198:2007 Sporudi transportu. Proektuvannja ta budіvnictvo sporud іz metalevih gofrovanih konstrukcіj na avtomobіl’nih dorogah zagal’nogo koristuvannja [A guide to VBN V.2.3-218-198: 2007 Transport facilities. Design and construction of structures from metal corrugated structures on public highways]. – Kyiv, 2007, 122 p. 5. ODM 218.2.001-2009 Rekomendacii po proektirovaniju vodopropusnyh metallicheskih gofrirovannyh trub [ODM 218.2.001-2009 Recommendations for the design of water passage metal corrugated pipes], Moscow, 2009, 126 p. 6. Wysokowski A., Howis J. Obliczenia przepustow Metodą Elementow Skończonych – MES, 2011, Vol. 3 (36), pp. 54–57. 7. Zagrajek T., Krzesiński G., Marek P.: Metoda elementow skończonych w mechanice konstrukcji. Ćwiczenia z wykorzystaniem ANSYS. Ofi cyna wydawnicza Politechniki Warszawskiej. Warszawa, 2005. 8. Klepikov S. N. Raschet sooruzhenij na deformiruemom osnovanii [Calculation of structures on a deformable base] – Kyiv, NIISK, 1996, 202 p. 9. Gorodeckij A. S., Zovorickij V. I., Lantuh- Ljashhenko A. I., Rasskazov A. O. Metod konechnyh jelementov v proektirovanii transportnyh sooruzhenij [The method of finite elements in the design of transport facilities]. – M.: Transport, 1981, 143 p.