Analysis of a Prestressed Sleeper for Railway Turnout under the Effect Static Load with a Unilateral Contact Model and Support Stiffness of Existing Railway Bed of a Railway Section in Vietnam

In the process of analyzing prestressed sleepers for turnout on elastic foundations with large lengths, authors around the world often use the one-stiffness model of Winkler or the two-stiffness model of the Filonenko-Borodich and Pasternak. Railway bed stiffness is assumed to be a constant value fr...

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Bibliographic Details
Main Authors: Tran Anh DUNG, Do Xuan QUY
Format: Article
Language:English
Published: Mouloud Mammeri University of Tizi-Ouzou 2022-12-01
Series:Journal of Materials and Engineering Structures
Subjects:
Online Access:https://revue.ummto.dz/index.php/JMES/article/view/3311