Load-carrying capacity of a strengthened reinforced concrete bridge : Non-linear finite element modeling of a test to failure. Assessment of train load capacity of a two span railway trough bridge in Örnsköldsvik strengthened with bars of Carbon Fibre Reinforced Polymers (CFRP)
To meet the future traffic demands there is a constant need of making the infrastructure moreeffective. This can be achieved by increasing the capacity and/or life length of traffic lines. Apart of the efforts to do this is increasing the load carrying capacity of the railway bridges sothat it is po...
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| Format: | Doctoral Thesis |
| Language: | English |
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Luleå tekniska universitet, Byggkonstruktion och -produktion
2012
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| Online Access: | http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-26717 http://nbn-resolving.de/urn:isbn:978-91-7439-433-7 |