MATEC Web Conf.
Volume 239, 2018Siberian Transport Forum - TransSiberia 2018
|Number of page(s)||6|
|Section||Mechanical and Energy Transport Systems|
|Published online||27 November 2018|
Investigation of the influence of the railroad track on the stress state of the tunnel lining
1 National University of Science and Technology MISIS (Moscow Institute of Steel and Alloys), 119991, Leninskij Av., 4, Moskow, Russia
2 Rostov State Transport University, Sq. Rostovskogo Strelkovogo Polka Narodnogo Opolchenia, 2, Rostov-on-Don, 344038, Russia
* Corresponding author: firstname.lastname@example.org
Tunnel lining takes significant loads from moving vehicles. The consequences of their impact depend on the design of the railway track and the deformation characteristics of its elements. For their study, a numerical model of a circular tunnel has been developed. As a result of the model calculation, the values of the main vertical stresses in the main tunnel structures were obtained. It is established that with increasing loads from the wheel to the rail from 100 to 200 kN, the voltage on average increases by 50%. The stress distribution is affected by the rigidity of the elastic layer. When it increases, the vertical stresses in the sub-rail support decrease nonlinearly, while in traveling concrete they increase nonlinearly.
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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