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Tran Anh Dung and Said M. Easa
Previous studies have addressed railway turnouts (switches and crossings), but research on the performance of 1000 mm gauge turnouts is limited. At present, wooden sleeper structures are used at turnouts in Vietnam. However, these structures have many di...
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Mark A. Denisenko, Alina S. Isaeva, Alexander S. Sinyukin and Andrey V. Kovalev
The fast, convenient, and accurate determination of railroad cars? load mass is critical to ensure safety and allow asset counting in railway infrastructure. In this paper, we propose a method for modeling the mechanical deformations that occur in the ra...
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Massimiliano Pepe, Domenica Costantino and Vincenzo Saverio Alfio
The aim of the paper is to identify a suitable method for assessing the deformation of structures (buildings, bridges, walls, etc.) by means of topographic measurements of significant targets positioned on the infrastructure under consideration. In parti...
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Zhiping Zeng, Ji Hu, Xudong Huang, Weidong Wang, Zhibin Huang, Abdulmumin Ahmed Shuaibu, Yu Yuan, Zhonglin Xie and Xianfeng He
To meet the transportation requirements of heavy-haul trains, it is necessary to consider the use of prestressed reinforced concrete ballastless tracks. Therefore, the CRTSIII SBT (China Railway Track System III-type slab ballastless track) has been cons...
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Madappa VR Sivasubramanian, Vinay Shimpi , S.B. Singh
Pág. 178 - 189
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Hyejin Yoon, Sung Tae Kim, Won Jong Chin, Young Jin Kim and Jeong-Rae Cho
This study intends to verify analytically and experimentally the performance of a new type of prestressed concrete (PSC) I-girder for its application as railway bridge. Since the girder-type railway bridge develops relatively low torsional rigidity, ther...
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Alyona Lovska, Oleksij Fomin, Václav Pí?tek and Pavel Kucera
The development of foreign economic activity of the Eurasian states led to the introduction of rail and ferry transportation. It is important to note that the current normative documentation does not fully cover the issues of transporting combined trains...
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S. V. Voronin,B. S. Asadov,V. O. Stefanov,D. V. Onopreichuk,O. O. Gubin
Pág. 35 - 45
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?. M. Patlasov,E. M. Fedorenko
Pág. 87 - 95
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O. P. Datsyshyn,H. P. Marchenko,A. Y. Glazov
Pág. 41 - 49
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Yu. P. Boronenko
Pág. 103 - 108
About reserve of increasing the carrying and traffic capacity of railways.
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V. H. Kuznetsov
Pág. 56 - 59
The author has proposed the criterion and method of determination of optimum load factors of power transformers of railway traction substations.
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Vladimír Zeman,Zdenek Hlavác
s-
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V. S. Dzhus,O. Ya. Kulichenko
Pág. 115 - 118
The authors have proposed rather simple differential method of calculating the coefficient of shove depending on the moving speed of railway carriage and the ratio of inflexibility of its wheel suspension.
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M. P. Sysyn,V. V. Rybkin,O. M. Patlasov
Pág. 188 - 193
A railway track model is considered in this paper. The model is a beam on elastic inertial basis with variable longitudinal elasticity under the influence of moving quasistatic loading. The investigation of the model is carried out on conditions that the...
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Gábor Fekete, Károly Váradi
Pág. 35 - 40
The paper includes the second part of an investigation of the braking process of railway vehicles, dealing with the temperature distribution of a brake block in various load cases and the FE analysis of the phenomenon of thermal elastic deformation. Ther...
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Mohammed Y. Fattah, Qutaiba G. Majeed and Hasan H. Joni
The theoretical and practical studies of the cyclic loads resulting from the movement and passage of trains on the unsaturated subgrade to determine the effect of the degree of saturation and moisture content on the foundations and infrastructure of the ...
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O. M. Patlasov, Y. M. Fedorenko
Pág. 15 - 23
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V. Ye. Artemov,A. S. Raspopov
Pág. 160 - 166
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E. P. Blokhin,Yu. M. Cherkashyn,L. O. Manashkin,M. L. Korotenko,S. V. Myamlin,R. B. Hranovskyi,V. L. Horobets,M. Ya. Harkavi,E. F. Fedorov
Pág. 26 - 34
The algorithms of treatment of results of working tests of railway carriages with the target of decision of supply of endurance of bearing structural elements are resulted.
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