Determination of rail dilatation movements at tunnel gates for ballasted railway tracks in case of a greater change of temperature
The temperature change in continuously welded rail (CWR) tracks induces substantial internal stresses and shifts sleeper positions because the rails are longitudinally restrained from thermal expansion. This phenomenon is significantly intensified at tunnel portals, where a sharp contrast exists bet...
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| Format: | Artigo |
| Sprache: | Inglês |
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Széchenyi István University
2026-04-01
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| Schriftenreihe: | Acta Technica Jaurinensis |
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| Online-Zugang: | https://acta.sze.hu/index.php/acta/article/view/875 |
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