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Assessment of prestressed concrete bridges loaded in combined shear, torsion and bending: uncertaintiers in deterministic and statistic methods
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.
2004 (English)Licentiate thesis, comprehensive summary (Other academic)
Abstract [en]

The aim of the thesis is to investigate the load-carrying capacity of bridges according to different models for shear in combination with bending, torsion and prestressing. The following models are studied: Model with traditional summation of the contributions from concrete and steel accroding to the Swedish Code BBK 94 Strut model according to the European code EC2 Modified Compression Field Theory from Canada The models are applied to the Källösund Bridge on the road to the island Tjörn on the West coast of Sweden. Use of carbon fibre reinforced polymers (CFRP) to strengthen bridges is discussed

Place, publisher, year, edition, pages
Luleå: Luleå tekniska universitet, 2004. , 103 p.
Licentiate thesis / Luleå University of Technology, ISSN 1402-1757 ; 2004:43
Research subject
Structural Engineering
URN: urn:nbn:se:ltu:diva-17916Local ID: 5d61aa20-b160-11db-bf9d-000ea68e967bOAI: diva2:990922
Godkänd; 2004; 20070131 (ysko)Available from: 2016-09-29 Created: 2016-09-29Bibliographically approved

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Puurula, Arto
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