Add to ORKGTo calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests were carried out on a 55 year old five-span bridge with a length of 121 m in Kiruna in northern Sweden. Both non-destructive and destructive full-scale tests were performed. This paper presents results regarding the residual forces in the prestressed reinforcement
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 order to provide relevant data for calibration and development of methods for assessment ofexisti...
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...
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...
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 areplanned...
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 are planne...
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...
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...
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 order to provide relevant data for calibration and development of methods for assessment ofexisti...
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...
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...
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 areplanned...
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 are planne...
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...
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...
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 order to provide relevant data for calibration and development of methods for assessment ofexisti...