An FE^2-method is employed for modeling diffusion of chloride ions in concrete. Concrete is considered on the mesoscale, within a representative volume element (RVE), as a heterogeneous composite material consisting of the cement paste, ballast and the interfacial transition zone (ITZ). In addition, the proposed model accounts for the fact that the diffusion of chloride ions is cross-coupled to the diffusion of moisture
The simultaneous transport of water and chloride in concrete has been modelled. The water transport ...
The service life behaviour of concrete structures is highly influenced by the ingress of chloride io...
Chloride ion ingress in concrete is of great concern for concrete structures as the ions can initiat...
An FE^2-method is employed for modeling diffusion of chloride ions in concrete. Concrete is consider...
Diffusivity of both moisture and chloride ions in concrete are determined here by the use of computa...
Acoupled finite-element squared (FE2)-framework is formulated and employed for simulation of a trans...
The chloride ions diffusion in concrete is an important problem inducing the corrosion of reinforcem...
The chloride ions diffusion in concrete is an important problem inducing the corrosion of reinforcem...
The service life behaviour of concrete structures is highly influenced by the ingress of chloride io...
Chloride-induced corrosion of steel reinforcement is one of the major long-term deterioration mechan...
Chloride-induced corrosion of steel reinforcement is one of the major long-term deterioration mechan...
Chloride-induced corrosion of steel reinforcement is one of the major long-term deterioration mechan...
Chloride-induced corrosion of steel reinforcement is one of the major long-term deterioration mechan...
The simultaneous transport of water and chloride in concrete has been modelled. The water transport ...
The simultaneous transport of water and chloride in concrete has been modelled. The water transport ...
The simultaneous transport of water and chloride in concrete has been modelled. The water transport ...
The service life behaviour of concrete structures is highly influenced by the ingress of chloride io...
Chloride ion ingress in concrete is of great concern for concrete structures as the ions can initiat...
An FE^2-method is employed for modeling diffusion of chloride ions in concrete. Concrete is consider...
Diffusivity of both moisture and chloride ions in concrete are determined here by the use of computa...
Acoupled finite-element squared (FE2)-framework is formulated and employed for simulation of a trans...
The chloride ions diffusion in concrete is an important problem inducing the corrosion of reinforcem...
The chloride ions diffusion in concrete is an important problem inducing the corrosion of reinforcem...
The service life behaviour of concrete structures is highly influenced by the ingress of chloride io...
Chloride-induced corrosion of steel reinforcement is one of the major long-term deterioration mechan...
Chloride-induced corrosion of steel reinforcement is one of the major long-term deterioration mechan...
Chloride-induced corrosion of steel reinforcement is one of the major long-term deterioration mechan...
Chloride-induced corrosion of steel reinforcement is one of the major long-term deterioration mechan...
The simultaneous transport of water and chloride in concrete has been modelled. The water transport ...
The simultaneous transport of water and chloride in concrete has been modelled. The water transport ...
The simultaneous transport of water and chloride in concrete has been modelled. The water transport ...
The service life behaviour of concrete structures is highly influenced by the ingress of chloride io...
Chloride ion ingress in concrete is of great concern for concrete structures as the ions can initiat...