The effect of specimen size on autogenous and total shrinkage of ultra-high performance concrete (UHPC)
Author:
Funder
Australian Research Council
Publisher
Elsevier BV
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Reference40 articles.
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2. Autogenous deformation and RH-change in perspective;Jensen;Cem. Concr. Res.,2001
3. Influence of curing temperature on autogenous shrinkage and cracking resistance of high-performance concrete at an early age;Shen;Constr. Build. Mater.,2016
4. Experimental investigation on the autogenous shrinkage of steam cured ultra-high performance concrete;Shen;Constr. Build. Mater.,2018
5. Effect of partially hydrated cementitious materials and superabsorbent polymer on early-age shrinkage of UHPC;Soliman;Constr. Build. Mater.,2013
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2. Shrinkage behavior of ultra-high-performance concrete (UHPC) in cold winter conditions with shrinkage reducing agent (SRA) and expansive agent (EA);Construction and Building Materials;2024-07
3. Water loss and shrinkage prediction in 3D printed concrete with varying w/c and specimen sizes;Cement and Concrete Composites;2024-05
4. The data-driven research on the autogenous shrinkage of ultra-high performance concrete (UHPC) based on machine learning;Journal of Building Engineering;2024-04
5. Autogenous deformation-induced stress evolution in cementitious materials considering viscoelastic properties: A review of experiments and models;Developments in the Built Environment;2024-03
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