ASR (alkali-silica reaction) is one of the toughest durability problems in engineering. However, the damage induced by ASR is still fairly unpredictable due to the lack of microstructural information of cement-based materials affected by ASR, while the microstructure determines the global performance. In order to fill this gap, a multiscale simulation model of ASR is under development. The basic theory and assumptions about this multiscale model can be found in [8]. This paper illustrates how the microstructure evolution of cement-based materials induced by ASR is achieved by this model. In the model, the entire chemical process including dissolution of reactive aggregate, nucleation and growth of ASR products (alkali silicate complex, calc...
One of the most harmful degradation process for concrete structures is the alkali-silica reaction. T...
This paper examines the effects of size range, distribution and content of reactive aggregate on con...
Experimental research, in which mortars prepared with reactive aggregates have been exposed to diffe...
ASR (alkali-silica reaction) is one of the toughest durability problems in engineering. However, the...
The alkali silica reaction (ASR) in concrete evolves at different scales. The chemical reaction happ...
A 3D reactive transport model at microscale is proposed for simulating the chemical reaction process...
The microstructure of alkali-reactive aggregates, especially the spatial distribution of the pore an...
The microstructure of alkali-reactive aggregates, especially the spatial distribution of the pore an...
The alkali-silica reaction (ASR) is one of the most common causes of internal concrete degradation. ...
Prediction of alkali silica reaction is still difficult due to the lack of a comprehensive understan...
In this paper, an ongoing research project on the mechanisms of concrete deterioration due to Alkali...
International audienceIn this article, we introduce a new micromechanical model for alkali-silica re...
International audienceThe effect of the size of the aggregate on ASR expansion has already been well...
One of the most harmful degradation process for concrete structures is the alkali-silica reaction. T...
This paper examines the effects of size range, distribution and content of reactive aggregate on con...
Experimental research, in which mortars prepared with reactive aggregates have been exposed to diffe...
ASR (alkali-silica reaction) is one of the toughest durability problems in engineering. However, the...
The alkali silica reaction (ASR) in concrete evolves at different scales. The chemical reaction happ...
A 3D reactive transport model at microscale is proposed for simulating the chemical reaction process...
The microstructure of alkali-reactive aggregates, especially the spatial distribution of the pore an...
The microstructure of alkali-reactive aggregates, especially the spatial distribution of the pore an...
The alkali-silica reaction (ASR) is one of the most common causes of internal concrete degradation. ...
Prediction of alkali silica reaction is still difficult due to the lack of a comprehensive understan...
In this paper, an ongoing research project on the mechanisms of concrete deterioration due to Alkali...
International audienceIn this article, we introduce a new micromechanical model for alkali-silica re...
International audienceThe effect of the size of the aggregate on ASR expansion has already been well...
One of the most harmful degradation process for concrete structures is the alkali-silica reaction. T...
This paper examines the effects of size range, distribution and content of reactive aggregate on con...
Experimental research, in which mortars prepared with reactive aggregates have been exposed to diffe...