Acoupled finite-element squared (FE2)-framework is formulated and employed for simulation of a transient and coupled moisturechlorideion diffusion problem in concrete. Simulations are carried out on the macroscale, where the material response is obtained concurrentlyin the computations by introducing a representative volume element (RVE) in the macroscale quadrature points. The RVE, in turn, contains themesoscale heterogeneities of concrete in terms of cement paste, aggregates, and interfacial transition zone (ITZ). In this fashion, the RVE comesto serve as a constitutive model for the macroscale.Anumerical example is given to show how the transient macroscale diffusion is influenced bythe composition of the mesoscale constituents. Parametr...
Chloride ion ingress in concrete is of great concern for concrete structures as the ions can initiat...
Effective moisture and chloride ion diffusivity coefficients for con-crete are determined by computa...
The service life behaviour of concrete structures is highly influenced by the ingress of chloride io...
Diffusivity of both moisture and chloride ions in concrete are determined here by the use of computa...
An FE^2-method is employed for modeling diffusion of chloride ions in concrete. Concrete is consider...
An FE^2-method is employed for modeling diffusion of chloride ions in concrete. Concrete is consider...
Material properties pertaining to the physical phenomena of mass transport in concrete are important...
Modelling and simulation of moisture and chloride ion transport in concrete is carried out using a m...
Modelling and simulation of moisture and chloride ion transport in concrete is carried out using a m...
International audienceWe present here some results provided by a multiscale resolution method using ...
Chloride ion ingress in concrete is of great concern for concrete structures as the ions can initiat...
International audienceWe present here some results provided by a multiscale resolution method using ...
International audienceWe present here some results provided by a multiscale resolution method using ...
International audienceWe present here some results provided by a multiscale resolution method using ...
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...
Effective moisture and chloride ion diffusivity coefficients for con-crete are determined by computa...
The service life behaviour of concrete structures is highly influenced by the ingress of chloride io...
Diffusivity of both moisture and chloride ions in concrete are determined here by the use of computa...
An FE^2-method is employed for modeling diffusion of chloride ions in concrete. Concrete is consider...
An FE^2-method is employed for modeling diffusion of chloride ions in concrete. Concrete is consider...
Material properties pertaining to the physical phenomena of mass transport in concrete are important...
Modelling and simulation of moisture and chloride ion transport in concrete is carried out using a m...
Modelling and simulation of moisture and chloride ion transport in concrete is carried out using a m...
International audienceWe present here some results provided by a multiscale resolution method using ...
Chloride ion ingress in concrete is of great concern for concrete structures as the ions can initiat...
International audienceWe present here some results provided by a multiscale resolution method using ...
International audienceWe present here some results provided by a multiscale resolution method using ...
International audienceWe present here some results provided by a multiscale resolution method using ...
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...
Effective moisture and chloride ion diffusivity coefficients for con-crete are determined by computa...
The service life behaviour of concrete structures is highly influenced by the ingress of chloride io...