Add to ORKGThe 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 discussedGodkänd; 2004; 20070131 (ysko
For the structural assessment of concrete bridges, the non-linear finite-element method has become a...
The shear capacity of existing concrete structures is often unable to meet current standards require...
Results are presented from the testing to failure of a 55-year-old prestressed concrete bridge with ...
The aim of the thesis is to investigate the load-carrying capacity of bridges according to different...
In this study, it has been demonstrated and documented how higher load carrying capacity with respec...
In this study, it has been demonstrated and documented how higher load carrying capacity with respec...
The demolition of an old structure and replacement with a new one is a very complex, time consuming ...
In this project, enhanced methods of analysis were used to demonstrate how higher load carrying capa...
In this study, it was demonstrated how higher load carrying capacity with respect to shear and torsi...
It is demonstrated how higher load carrying capacity with respect to combined shear and torsion can ...
It is demonstrated how higher load carrying capacity with respect to combined shear and torsion can ...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests were carri...
In this project, enhanced methods of analysis were used to demonstrate how higher load carrying capa...
By using non-linear finite element (FE) analysis, a higher load carrying capacity can be shown for m...
Optimising the strategy for repairing, upgrading and replacing bridges in the European Union, and el...
For the structural assessment of concrete bridges, the non-linear finite-element method has become a...
The shear capacity of existing concrete structures is often unable to meet current standards require...
Results are presented from the testing to failure of a 55-year-old prestressed concrete bridge with ...
The aim of the thesis is to investigate the load-carrying capacity of bridges according to different...
In this study, it has been demonstrated and documented how higher load carrying capacity with respec...
In this study, it has been demonstrated and documented how higher load carrying capacity with respec...
The demolition of an old structure and replacement with a new one is a very complex, time consuming ...
In this project, enhanced methods of analysis were used to demonstrate how higher load carrying capa...
In this study, it was demonstrated how higher load carrying capacity with respect to shear and torsi...
It is demonstrated how higher load carrying capacity with respect to combined shear and torsion can ...
It is demonstrated how higher load carrying capacity with respect to combined shear and torsion can ...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests were carri...
In this project, enhanced methods of analysis were used to demonstrate how higher load carrying capa...
By using non-linear finite element (FE) analysis, a higher load carrying capacity can be shown for m...
Optimising the strategy for repairing, upgrading and replacing bridges in the European Union, and el...
For the structural assessment of concrete bridges, the non-linear finite-element method has become a...
The shear capacity of existing concrete structures is often unable to meet current standards require...
Results are presented from the testing to failure of a 55-year-old prestressed concrete bridge with ...