The Swedish Transport Administration has been giving the task to set up a new standard for concrete slabs for the new high-speed railway in Sweden. They are demanding that the concrete slabs must be dimensioned according to the German Beton Kalender 2000. This report will explore the results when dimensioning a slab track, according to the German Beton Kalender 2000. Moment capacity, deformation, and crack width are calculated according to two structural theories, namely slab and beam theory, and a comparison between the two methods is presented.
| Identifer | oai:union.ndltd.org:UPSALLA1/oai:DiVA.org:lnu-54091 |
| Date | January 2016 |
| Creators | Mohlén, Marcus, Malmberg, Jesper, Hahrs, Filip |
| Publisher | Linnéuniversitetet, Institutionen för byggteknik (BY), Linnéuniversitetet, Institutionen för byggteknik (BY), Linnéuniversitetet, Institutionen för byggteknik (BY) |
| Source Sets | DiVA Archive at Upsalla University |
| Language | English |
| Detected Language | English |
| Type | Student thesis, info:eu-repo/semantics/bachelorThesis, text |
| Format | application/pdf |
| Rights | info:eu-repo/semantics/openAccess |
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