Within the Finnish DuraInt research project (Effect of Interacted Deterioration Parameters on Service Life of Concrete Structures in Cold Environments, 2008 - 2011) laboratory studies on the effect of frost deterioration on chloride penetration and carbonation were performed. After frost testing and internal deterioration, samples were exposed to varying levels of chlorides to determination penetration and the chloride migration coefficient, which showed a clear impact due to frost cracking. Field testing is also on-going to evaluate the effect of frost on chloride penetration and carbonation at highway circumstances in the Nordic climate. The final aim is a more accurate estimation of bridge and infrastructure service life
The traditional approach for the service life design of a reinforced concrete structures is typicall...
The design of concrete durability is normally based on the assessment of its performance when subjec...
Due to the variability of environmental loading, concrete is seldom subject to the effect of a singl...
Within the Finnish DuraInt research project (Effect of Interacted Deterioration Parameters on Servic...
Concrete research is focusing ever more on the combined effect of degradation mechanisms on the dura...
Concrete research is focusing ever more on the combined effect of degradation mechanisms on the dura...
Over the past years various field stations have been established in the Nordic countries and worldwi...
Over the past years various field stations have been established in the Nordic countries and worldwi...
Concrete performance is traditionally based on assessing the effect of a single degradation mechanis...
Concrete performance is traditionally based on assessing the effect of a single degradation mechanis...
Concrete performance is traditionally assessed based on deterioration caused by a single mechanism. ...
Concrete performance is traditionally assessed based on deterioration caused by a single mechanism. ...
The durability of concrete is traditionally assessed based on the deterioration of a single mechanis...
The durability of concrete is traditionally assessed based on the deterioration of a single mechanis...
The traditional approach for the service life design of a reinforced concrete structures is typicall...
The traditional approach for the service life design of a reinforced concrete structures is typicall...
The design of concrete durability is normally based on the assessment of its performance when subjec...
Due to the variability of environmental loading, concrete is seldom subject to the effect of a singl...
Within the Finnish DuraInt research project (Effect of Interacted Deterioration Parameters on Servic...
Concrete research is focusing ever more on the combined effect of degradation mechanisms on the dura...
Concrete research is focusing ever more on the combined effect of degradation mechanisms on the dura...
Over the past years various field stations have been established in the Nordic countries and worldwi...
Over the past years various field stations have been established in the Nordic countries and worldwi...
Concrete performance is traditionally based on assessing the effect of a single degradation mechanis...
Concrete performance is traditionally based on assessing the effect of a single degradation mechanis...
Concrete performance is traditionally assessed based on deterioration caused by a single mechanism. ...
Concrete performance is traditionally assessed based on deterioration caused by a single mechanism. ...
The durability of concrete is traditionally assessed based on the deterioration of a single mechanis...
The durability of concrete is traditionally assessed based on the deterioration of a single mechanis...
The traditional approach for the service life design of a reinforced concrete structures is typicall...
The traditional approach for the service life design of a reinforced concrete structures is typicall...
The design of concrete durability is normally based on the assessment of its performance when subjec...
Due to the variability of environmental loading, concrete is seldom subject to the effect of a singl...