Thermal and visco-elastic effects are more pronounced in early age concrete (1 to 7 days). This is due to the presence of free water and un-hydrated cementious particles. It is common practice to load the structural members during this time in order to meet the tight construction schedule. As a result, regions of high stress concentrations, such as anchorage zones in post-tensioned (PT) members, experience higher time dependent strains. This paper discusses the early age concrete effects and the predictions of early age creep strains using B3 model. A simple cylindrical specimen is considered for the analysis. © 2011 Taylor & Francis Group, London
Control of thermal cracking in young concrete is of great importance to ensure a desired service lif...
This paper deals with an experimental study on the creep of concrete at early ages. In the experimen...
Six different concretes are characterized during material ages between 1 and 28 days. Standard tests...
Early-age thermal and shrinkage-induced cracking is a major problem in concrete structures. The risk...
Clarifying the creep behaviour of concrete at early age not only improves the accuracy of temperatur...
Early age behaviour of concrete is based on complex multi-physical and multiscale phenomena. The pre...
The more extensive construction of massive concrete structures strengthens the requirement for the c...
Modeling the early age evolution of concrete properties is necessary to predict the early age behavi...
A numerical model has been developed to predict early-age cracking for massive concrete structures. ...
Concrete structures are prone to cracking due to restraint provided to early age autogenous and dryi...
In the first days after casting, concrete undergoes important volume changes due to cement hydration...
Couplings between creep of hardened concrete and temperature/water effects are well-known. Both the ...
The thesis deals with experimental and numerical modelling to characterize early age tensile and com...
Creep and shrinkage are important time-dependent phenomena to consider when designing reinforced con...
Modern construction techniques enable reinforced concrete structures to be constructed in a very sho...
Control of thermal cracking in young concrete is of great importance to ensure a desired service lif...
This paper deals with an experimental study on the creep of concrete at early ages. In the experimen...
Six different concretes are characterized during material ages between 1 and 28 days. Standard tests...
Early-age thermal and shrinkage-induced cracking is a major problem in concrete structures. The risk...
Clarifying the creep behaviour of concrete at early age not only improves the accuracy of temperatur...
Early age behaviour of concrete is based on complex multi-physical and multiscale phenomena. The pre...
The more extensive construction of massive concrete structures strengthens the requirement for the c...
Modeling the early age evolution of concrete properties is necessary to predict the early age behavi...
A numerical model has been developed to predict early-age cracking for massive concrete structures. ...
Concrete structures are prone to cracking due to restraint provided to early age autogenous and dryi...
In the first days after casting, concrete undergoes important volume changes due to cement hydration...
Couplings between creep of hardened concrete and temperature/water effects are well-known. Both the ...
The thesis deals with experimental and numerical modelling to characterize early age tensile and com...
Creep and shrinkage are important time-dependent phenomena to consider when designing reinforced con...
Modern construction techniques enable reinforced concrete structures to be constructed in a very sho...
Control of thermal cracking in young concrete is of great importance to ensure a desired service lif...
This paper deals with an experimental study on the creep of concrete at early ages. In the experimen...
Six different concretes are characterized during material ages between 1 and 28 days. Standard tests...