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Rail Joint Model Based on the Euler-Bernoulli Beam Theory Cover

Rail Joint Model Based on the Euler-Bernoulli Beam Theory

Romanian Journal of Transport Infrastructure
Volume 8 (2019): Issue 2 (December 2019)
By: Traian Mazilu,  Ionuţ Radu Răcănel,  Cristian Lucian Ghindea,  Radu Iuliu Cruciat and  Mihai-Cornel Leu  
Open Access
|Jun 2020
DOI: https://doi.org/10.2478/rjti-2019-0008 | Journal eISSN: 2286-2218
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Language: English
Page range: 16 - 29
Published on: Jun 5, 2020
Published by: Technical University of Civil Engineering of Bucharest
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
Keywords:
rail joint,
joint bar,
joint gap,
Euler-Bernoulli beam,
distributed stiffness,
testing,
rail joint stiffness
Related subjects:
Business and economics,
Business management,
Industries,
Environmental management,
Engineering,
Introductions and overviews,
Engineering, other,
Materials sciences,
Materials sciences, other

© 2020 Traian Mazilu, Ionuţ Radu Răcănel, Cristian Lucian Ghindea, Radu Iuliu Cruciat, Mihai-Cornel Leu, published by Technical University of Civil Engineering of Bucharest
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

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