Add to ORKGThis paper briefly summarizes ongoing developments on C-M coupled modelling of concrete swelling due to external sulfate attack and due to alkali-silica reaction. Both models are based on a meso-mechanical model for concrete, previously developed for purely mechanical actions, that has been also used as the basis for modelling other coupled phenomena such as drying shrinkage and mechanical effects of high temperatures. Additionally, two new experimental setups are presented. One devoted to the study of ASR expansions at the level of a single aggregate-matrix (cement paste or mortar) interface and the other devoted to study ASR expansions in concrete under triaxial confinement.Postprint (author's final draft
This paper presents a constitutive model for the simulation of temperature and relative humidity eff...
The Alkali Silica Reaction(ASR) is one of the most important reasons to cause damage in cementitious...
The safety and durability of a large number of structures, especially in high humidity environments,...
This paper briefly summarizes ongoing developments on C-M coupled modelling of concrete swelling due...
As part of an ongoing development, this paper presents a brief description of a new Chemo-Mechanical...
In this paper, an ongoing research project on the mechanisms of concrete deterioration due to Alkali...
Alkali-Silica Reaction (ASR) is a particular type of chemical reaction in concrete, which produces c...
The mesomechanical model for concrete previously developed for purely mechanical actions, is used a...
Concrete is made up of three basic components: water, aggregate (rock, sand, or gravel) and Portland...
The alkali-silica reaction (ASR) is one of the most common causes of internal concrete degradation. ...
ABSTRACT. This study proposes a mathematical model which characterizes the effects of various influe...
This research aims to model Alkali-Silica Reaction gel expansion in concrete under the influence of ...
Alkali-silica reaction causes major problems in concrete structures due to the rapidity of its defor...
This paper presents a constitutive model for the simulation of temperature and relative humidity eff...
The Alkali Silica Reaction(ASR) is one of the most important reasons to cause damage in cementitious...
The safety and durability of a large number of structures, especially in high humidity environments,...
This paper briefly summarizes ongoing developments on C-M coupled modelling of concrete swelling due...
As part of an ongoing development, this paper presents a brief description of a new Chemo-Mechanical...
In this paper, an ongoing research project on the mechanisms of concrete deterioration due to Alkali...
Alkali-Silica Reaction (ASR) is a particular type of chemical reaction in concrete, which produces c...
The mesomechanical model for concrete previously developed for purely mechanical actions, is used a...
Concrete is made up of three basic components: water, aggregate (rock, sand, or gravel) and Portland...
The alkali-silica reaction (ASR) is one of the most common causes of internal concrete degradation. ...
ABSTRACT. This study proposes a mathematical model which characterizes the effects of various influe...
This research aims to model Alkali-Silica Reaction gel expansion in concrete under the influence of ...
Alkali-silica reaction causes major problems in concrete structures due to the rapidity of its defor...
This paper presents a constitutive model for the simulation of temperature and relative humidity eff...
The Alkali Silica Reaction(ASR) is one of the most important reasons to cause damage in cementitious...
The safety and durability of a large number of structures, especially in high humidity environments,...