Rail Joint Model Based on the Euler-Bernoulli Beam Theory
In this paper, a rail joint model consisting of three Euler-Bernoulli beams connected via a Winkler foundation is proposed in order to point out the influence of the joint gap length upon the stiffness of the rail joint. Starting from the experimental results aiming the stiffness of the rail joint,...
| Main Authors: | , , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Sciendo
2019-12-01
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| Series: | Romanian Journal of Transport Infrastructure |
| Subjects: | |
| Online Access: | https://doi.org/10.2478/rjti-2019-0008 |