This study focuses on the early-age shrinkage of ultra-high performance concrete (UHPC) with high-volume mineral admixtures. Two low cement UHPC mixtures, which have similar compressive strength with control mixture, were obtained with high-volume ground granulated blast furnace slag (GGBFS) or fly ash (FA) replacements. The effects of exposure temperature on autogenous shrinkage of sealed specimens and drying shrinkage were studied at early-age (<24 h). Moreover, effect of relative humidity (RH) on early-age drying shrinkage was investigated at a constant temperature. As a result, the following five major conclusions can be drawn: (1) producing eco-friendly UHPCs, which have compressive strength of 150 MPa, with 50% GGBFS or 30% FA replace...
The ambient temperature records in Iraq show a large variation between day and night reaching 20 C, ...
Concrete shrinkage is of increasing concern when making durable structures. Over time, the shrinkage...
Here, the intrinsic driving mechanisms of autogenous shrinkage for Ultra-High Performance Concrete (...
The recently developed Ultra High Performance Concrete (UHPC) displays outstanding compressive stren...
Ultra-High Performance Concretes (UHPC) are cement-based materials with a very low water-to-binder r...
The effect of curing conditions on the early age and long-term shrinkage of ultra high-performance f...
Ultra-high-performance concrete (UHPC) can be vulnerable to variations in materials properties and e...
The effects of the type and content of fibers, water to cement ratio (W/C), and content of cementiti...
Ultra-high performance concrete (UHPC) is an innovative cement-based composite with high mechanical ...
The early-age shrinkage of ultra-high performance fiber reinforced concrete (UHPFRC) in dry, sealed,...
The effects of a novel heat curing regime and longitudinal reinforcement ratio on early-age shrinkag...
Rheology and shrinkage are the key features that should be controlled to perform a successful castin...
This paper outlines an experimental and numerical study on the effect of w/c, silica fume and age on...
Work currently underway at the University of Kansas to evaluate free shrinkage of concrete as a func...
Volume change of concrete resulting from structural and environmental factors is an acceptable pheno...
The ambient temperature records in Iraq show a large variation between day and night reaching 20 C, ...
Concrete shrinkage is of increasing concern when making durable structures. Over time, the shrinkage...
Here, the intrinsic driving mechanisms of autogenous shrinkage for Ultra-High Performance Concrete (...
The recently developed Ultra High Performance Concrete (UHPC) displays outstanding compressive stren...
Ultra-High Performance Concretes (UHPC) are cement-based materials with a very low water-to-binder r...
The effect of curing conditions on the early age and long-term shrinkage of ultra high-performance f...
Ultra-high-performance concrete (UHPC) can be vulnerable to variations in materials properties and e...
The effects of the type and content of fibers, water to cement ratio (W/C), and content of cementiti...
Ultra-high performance concrete (UHPC) is an innovative cement-based composite with high mechanical ...
The early-age shrinkage of ultra-high performance fiber reinforced concrete (UHPFRC) in dry, sealed,...
The effects of a novel heat curing regime and longitudinal reinforcement ratio on early-age shrinkag...
Rheology and shrinkage are the key features that should be controlled to perform a successful castin...
This paper outlines an experimental and numerical study on the effect of w/c, silica fume and age on...
Work currently underway at the University of Kansas to evaluate free shrinkage of concrete as a func...
Volume change of concrete resulting from structural and environmental factors is an acceptable pheno...
The ambient temperature records in Iraq show a large variation between day and night reaching 20 C, ...
Concrete shrinkage is of increasing concern when making durable structures. Over time, the shrinkage...
Here, the intrinsic driving mechanisms of autogenous shrinkage for Ultra-High Performance Concrete (...