The role of fibres against cracking in concrete because of volumetric deformations has become popular over the years. Various researchers have reported the crack-control benefits of fibres in both fresh and hardened concrete. The volumetric changes of concrete are broadly divided into early-age and long-term deformations. The volume change in concrete begins with the hydration reactions when water is mixed with cement. Contrary to the long-term shrinkage deformations, the early-age deformations are usually ignored in design of concrete structures because of lesser magnitude. In autogenous conditions, capillary pressure in pores result in significant deformation, thus creating potential for cracking. Especially in concretes with low water-to...
Concrete is often sensitive to cracking, which could be the result of early age shrinkage. Cracks ca...
When assessing the cracking potential of concrete it is critical to refer to the total shrinkage: bo...
Early-age (up to 24 hours after casting) cracking may become problematic in any concrete structure. ...
Concrete is often sensitive to cracking during the hardening process, and these cracks could be the ...
Concrete pavements and structures are especially vulnerable to cracking at early age. The volumetri...
The aim of this paper was to study the behaviour of new high-performance fibre-reinforced cement com...
Durability requirements have become a major issue in the design of concrete structures today. The ha...
Volume change of concrete resulting from structural and environmental factors is an acceptable pheno...
Early-age shrinkage and cracking have become reoccurring problem in concrete construction. Condition...
Concrete shrinkage is of increasing concern when making durable structures. Over time, the shrinkage...
Early age cracking, a common problem for Ultra-High Performance Concrete (UHPC), is caused by Autoge...
Concrete is a brittle composite material that easily fractures under tension. Due to the fact that t...
This paper deals with early-age cracking (< 24 h) due to plastic shrinkage which was evaluated us...
Early-age (up to 24 hours after casting) cracking may become problematic in any concrete structure. ...
High-performance concrete (HPC) is generally characterized by a low water/binder ratio and by silica...
Concrete is often sensitive to cracking, which could be the result of early age shrinkage. Cracks ca...
When assessing the cracking potential of concrete it is critical to refer to the total shrinkage: bo...
Early-age (up to 24 hours after casting) cracking may become problematic in any concrete structure. ...
Concrete is often sensitive to cracking during the hardening process, and these cracks could be the ...
Concrete pavements and structures are especially vulnerable to cracking at early age. The volumetri...
The aim of this paper was to study the behaviour of new high-performance fibre-reinforced cement com...
Durability requirements have become a major issue in the design of concrete structures today. The ha...
Volume change of concrete resulting from structural and environmental factors is an acceptable pheno...
Early-age shrinkage and cracking have become reoccurring problem in concrete construction. Condition...
Concrete shrinkage is of increasing concern when making durable structures. Over time, the shrinkage...
Early age cracking, a common problem for Ultra-High Performance Concrete (UHPC), is caused by Autoge...
Concrete is a brittle composite material that easily fractures under tension. Due to the fact that t...
This paper deals with early-age cracking (< 24 h) due to plastic shrinkage which was evaluated us...
Early-age (up to 24 hours after casting) cracking may become problematic in any concrete structure. ...
High-performance concrete (HPC) is generally characterized by a low water/binder ratio and by silica...
Concrete is often sensitive to cracking, which could be the result of early age shrinkage. Cracks ca...
When assessing the cracking potential of concrete it is critical to refer to the total shrinkage: bo...
Early-age (up to 24 hours after casting) cracking may become problematic in any concrete structure. ...