Stress evolution of restrained concrete is directly related to early-age cracking (EAC) potential of concrete, which is a tricky problem that often happens in engineering practice. Due to the global objective of carbon reduction, Ground granulated blast furnace slag (GGBFS) concrete has become a more promising binder comparing with Ordinary Port-land Cement (OPC). Although GGBFS concrete produces less hydration heat which further prevents thermal shrinkage, the addition of GGBFS highly increases the autogenous shrinkage and thus increases EAC risk. This study presents experiments and numerical modelling of the early-age stress evolution of GGBFS concrete, considering the development of autogenous deformation and creep. Temperature Stress Te...
The more extensive construction of massive concrete structures strengthens the requirement for the c...
In large concrete structures, due to concrete’s low thermal conductivity, the interior temperature r...
Early-age thermal and shrinkage-induced cracking is a major problem in concrete structures. The risk...
Stress evolution of restrained concrete is directly related to early-age cracking (EAC) potential of...
This study aims to experimentally investigate the autogenous deformation and the stress evolution in...
Early age behaviour of concrete is based on complex multi-physical and multiscale phenomena. The pre...
Early-age stress (EAS) is an important index for evaluating the early-age cracking risk of concrete....
The study aims to investigate the mechanism of early-age cracks in different massive concrete struct...
Thermal deformation, autogenous shrinkage and creep behaviour of cement-based materials may have sig...
Modeling the early age evolution of concrete properties is necessary to predict the early age behavi...
International audienceGround granulated blast furnace slag (GGBFS) is a by-product of steel manufact...
This study investigates a Novel Hybrid Informational model for the prediction of creep and shrinkage...
A novel model of mechanical performance of concrete at early ages and beyond, and in particular, evo...
International audiencePredicting early-age cracking in concrete structures and its effects on servic...
For usual concrete structure built in several phases, concrete deformations are restrained during th...
The more extensive construction of massive concrete structures strengthens the requirement for the c...
In large concrete structures, due to concrete’s low thermal conductivity, the interior temperature r...
Early-age thermal and shrinkage-induced cracking is a major problem in concrete structures. The risk...
Stress evolution of restrained concrete is directly related to early-age cracking (EAC) potential of...
This study aims to experimentally investigate the autogenous deformation and the stress evolution in...
Early age behaviour of concrete is based on complex multi-physical and multiscale phenomena. The pre...
Early-age stress (EAS) is an important index for evaluating the early-age cracking risk of concrete....
The study aims to investigate the mechanism of early-age cracks in different massive concrete struct...
Thermal deformation, autogenous shrinkage and creep behaviour of cement-based materials may have sig...
Modeling the early age evolution of concrete properties is necessary to predict the early age behavi...
International audienceGround granulated blast furnace slag (GGBFS) is a by-product of steel manufact...
This study investigates a Novel Hybrid Informational model for the prediction of creep and shrinkage...
A novel model of mechanical performance of concrete at early ages and beyond, and in particular, evo...
International audiencePredicting early-age cracking in concrete structures and its effects on servic...
For usual concrete structure built in several phases, concrete deformations are restrained during th...
The more extensive construction of massive concrete structures strengthens the requirement for the c...
In large concrete structures, due to concrete’s low thermal conductivity, the interior temperature r...
Early-age thermal and shrinkage-induced cracking is a major problem in concrete structures. The risk...