Add to ORKGIn the paper, a new stochastic modelling of the diffusion coefficient D is presented. The modelling is based on physical understanding of the diffusion process and on some recent experimental results. The diffusion coefficients D is strongly dependent on the w/c ratio and the temperature
Results of a statistical analysis of transport properties measurements carried out on a number of co...
Les phénomènes de diffusion/convection sont à l'origine de nombreuses sources de défail...
This research paper is the result of observations made during tests according to various standards c...
In the paper, a new stochastic modelling of the diffusion coefficient D is presented.The modelling i...
Corrosion of the reinforcement in concrete structures can lead to a substantial decrease of the load...
Modelling of the deterioration of reinforced concrete has in recent years changed from being a deter...
Diffusion coefficient for the chloride ingress into concrete is a key parameter describing the resis...
The existing stochastic models for deterioration of reinforced concrete structures is extended by ad...
Stochastic modelling of the deterioration of reinforced concrete structures is addressed in this pap...
The purpose of this paper is to obtain a stochastic model for the parameters in a constitutive model...
The numerical modelling of chloride penetration into concrete requires sound description of input pa...
The results of numerical calculations on the resistance of the reinforced concrete bridge deck to ch...
In this paper, corrosion of reinforced concrete structures is discussed from the point of view of co...
Professor Mircea Grigoriu, Professor Kenneth Hover, Professor Gennady SamorodnitskyReinforced concre...
Degradation of reinforced concrete (RC) in maritime structures has become aworldwide problem due to ...
Results of a statistical analysis of transport properties measurements carried out on a number of co...
Les phénomènes de diffusion/convection sont à l'origine de nombreuses sources de défail...
This research paper is the result of observations made during tests according to various standards c...
In the paper, a new stochastic modelling of the diffusion coefficient D is presented.The modelling i...
Corrosion of the reinforcement in concrete structures can lead to a substantial decrease of the load...
Modelling of the deterioration of reinforced concrete has in recent years changed from being a deter...
Diffusion coefficient for the chloride ingress into concrete is a key parameter describing the resis...
The existing stochastic models for deterioration of reinforced concrete structures is extended by ad...
Stochastic modelling of the deterioration of reinforced concrete structures is addressed in this pap...
The purpose of this paper is to obtain a stochastic model for the parameters in a constitutive model...
The numerical modelling of chloride penetration into concrete requires sound description of input pa...
The results of numerical calculations on the resistance of the reinforced concrete bridge deck to ch...
In this paper, corrosion of reinforced concrete structures is discussed from the point of view of co...
Professor Mircea Grigoriu, Professor Kenneth Hover, Professor Gennady SamorodnitskyReinforced concre...
Degradation of reinforced concrete (RC) in maritime structures has become aworldwide problem due to ...
Results of a statistical analysis of transport properties measurements carried out on a number of co...
Les phénomènes de diffusion/convection sont à l'origine de nombreuses sources de défail...
This research paper is the result of observations made during tests according to various standards c...