Longitudinal forces in continuously welded rails due to nonlinear track-bridge interaction for loading sequences
The use of continuously welded rails (CWR) governs the longitudinal stress caused by seasonal temperature changes, bending of supporting structure and braking/accelerating due to passing trains. Those three loads have been regulated in Eurocode1 and accomplished by the national codes like DIN Fb-101...
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| Format: | Doctoral Thesis |
| Language: | English |
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Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden
2009
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| Online Access: | http://nbn-resolving.de/urn:nbn:de:bsz:14-ds-1238081328011-05497 http://nbn-resolving.de/urn:nbn:de:bsz:14-ds-1238081328011-05497 http://www.qucosa.de/fileadmin/data/qucosa/documents/83/1238081328011-0549.pdf |