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The effect of specimen size on autogenous and total shrinkage of ultra-high performance concrete (UHPC)
Highlights Experimental study of shrinkage size effect in UHPC. Drying shrinkage is a relatively small component of total shrinkage. Autogenous shrinkage found to exhibit a size effect. Size effect is not well captured using volume to surface area ratios. Size effect models for normal strength concrete do not capture UHPC size effect.
Abstract Unlike normal strength concretes, in which drying is the dominant form of shrinkage, in concretes with very low water to cement ratios autogenous and chemical shrinkage mechanisms can dominate. While the impact of specimen size and shape on drying shrinkage is well understood, the same is not true for autogenous and chemical shrinkage, and this lack of understanding may limit model precision and accuracy. To address this issue, this paper presents the results of a series of experiments conducted to measure the dependency of shrinkage of UPHC on specimen size. Results, recorded from 2 days after water addition, demonstrate a strong specimen size dependency when tested under both sealed and unsealed conditions, thereby indicating that the underlying mechanism is fundamentally different from normal strength concrete, with autogenous shrinkage exhibiting a large influence. Existing shrinkage models (AS3600, B4, CEB-FIP, GL2000 and ACI209) are evaluated for their potential calibration and/or extension to low water to binder ratio concretes and it is shown that commonly used parameters to account for size dependency in normal strength concrete (volume to surface area ratio and hypothetical thickness) do not capture size dependency in UHPC.
The effect of specimen size on autogenous and total shrinkage of ultra-high performance concrete (UHPC)
Highlights Experimental study of shrinkage size effect in UHPC. Drying shrinkage is a relatively small component of total shrinkage. Autogenous shrinkage found to exhibit a size effect. Size effect is not well captured using volume to surface area ratios. Size effect models for normal strength concrete do not capture UHPC size effect.
Abstract Unlike normal strength concretes, in which drying is the dominant form of shrinkage, in concretes with very low water to cement ratios autogenous and chemical shrinkage mechanisms can dominate. While the impact of specimen size and shape on drying shrinkage is well understood, the same is not true for autogenous and chemical shrinkage, and this lack of understanding may limit model precision and accuracy. To address this issue, this paper presents the results of a series of experiments conducted to measure the dependency of shrinkage of UPHC on specimen size. Results, recorded from 2 days after water addition, demonstrate a strong specimen size dependency when tested under both sealed and unsealed conditions, thereby indicating that the underlying mechanism is fundamentally different from normal strength concrete, with autogenous shrinkage exhibiting a large influence. Existing shrinkage models (AS3600, B4, CEB-FIP, GL2000 and ACI209) are evaluated for their potential calibration and/or extension to low water to binder ratio concretes and it is shown that commonly used parameters to account for size dependency in normal strength concrete (volume to surface area ratio and hypothetical thickness) do not capture size dependency in UHPC.
The effect of specimen size on autogenous and total shrinkage of ultra-high performance concrete (UHPC)
Sun, M. (author) / Visintin, P. (author) / Bennett, T. (author)
2022-02-21
Article (Journal)
Electronic Resource
English
AUTOGENOUS SHRINKAGE OF SELF-COMPACTING ULTRA-HIGH PERFORMANCE CONCRETE(UHPC)
| British Library Conference Proceedings | 2003
Autogenous shrinkage of self-compacting ultra-high performance concrete (UHPC)
| Tema Archive | 2003