To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests areplanned for a 50 year old five-span bridge with a length of 121 m in Kiruna in northern Sweden.Both non-destructive and destructive full-scale tests will be performed. This paper summarisesthe test programme, which comprises evaluation of the structural behaviour of the bridge, theresidual forces in the prestressed steel, methods for strengthening using carbon fibre reinforcedpolymers (CFRP) and the shear resistance of the bridge slab.Godkänd; 2014; 20140829 (nikbag); Konferensartikel i tidskrift</p
Three Swedish concrete bridges have been tested to failure and the results have been compared to ass...
A finite element (FE) model was calibrated using the data obtained from a full-scale test to failure...
Optimising the strategy for repairing, upgrading and replacing bridges in the European Union, and el...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests are planne...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests were carri...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests were carri...
In order to provide relevant data for calibration and development of methods for assessment ofexisti...
Results are presented from the testing to failure of a 55-year-old prestressed concrete bridge with ...
In this paper, experiences on the development of an assessment method for existing bridges are prese...
To meet new demands, existing bridges might be in need for repair, upgrading or replacement. To assi...
Three Swedish concrete bridges have been tested to failure and the results have been compared to ass...
A finite element (FE) model was calibrated using the data obtained from a full-scale test to failure...
Optimising the strategy for repairing, upgrading and replacing bridges in the European Union, and el...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests are planne...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests were carri...
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests were carri...
In order to provide relevant data for calibration and development of methods for assessment ofexisti...
Results are presented from the testing to failure of a 55-year-old prestressed concrete bridge with ...
In this paper, experiences on the development of an assessment method for existing bridges are prese...
To meet new demands, existing bridges might be in need for repair, upgrading or replacement. To assi...
Three Swedish concrete bridges have been tested to failure and the results have been compared to ass...
A finite element (FE) model was calibrated using the data obtained from a full-scale test to failure...
Optimising the strategy for repairing, upgrading and replacing bridges in the European Union, and el...