Time-Dependent Properties of Ultrahigh-Performance Concrete: Compressive Creep and Shrinkage

Author:

Mohebbi Alireza1ORCID,Graybeal Benjamin2ORCID,Haber Zachary3

Affiliation:

1. Research Structural Engineer, Genex Systems, Turner-Fairbank Highway Research Center, McLean, VA 22101; formerly, National Research Council Associate, Federal Highway Administration, Turner-Fairbank Highway Research Center, McLean, VA 22101 (corresponding author). ORCID: .

2. Bridge Engineering Research Team Leader, Federal Highway Administration, Turner-Fairbank Highway Research Center, McLean, VA 22101. ORCID: .

3. Research Structural Engineer, Federal Highway Administration, Turner-Fairbank Highway Research Center, McLean, VA 22101.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. AASHTO. 2020. LRFD bridge design specification. 9th ed. Washington, DC: AASHTO.

2. Burkart I. and H. S. Müller. 2008. “Creep and shrinkage characteristics of ultra-high strength concrete (UHPC).” In Proc. 2nd Int. Symp. on Ultra High Performance Concrete 469–476. Kassel Germany: Kassel University Press.

3. Mechanical behavior and design properties of ultra-high performance concrete;El-Helou R.;ACI Mater. J,2021

4. Flietstra J. C. 2011. “Creep and shrinkage behavior of ultra high-performance concrete under compressive loading with varying curing regimes.” M.S. thesis Dept. of Civil and Environmental Engineering Michigan Technological Univ.

5. French Standard. 2016. National addition to Eurocode 2—Design of concrete structures: Specific rules for ultra-high performance fiber-reinforced concrete (UHPFRC). Saint-Denis, France: Association Française de Normalisation.

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