A Review of Developments and Challenges for UHPC in Structural Engineering: Behavior, Analysis, and Design

Author:

Hung Chung-Chan1,El-Tawil Sherif2,Chao Shih-Ho3ORCID

Affiliation:

1. Professor, Dept. of Civil Engineering, National Cheng Kung Univ., Tainan City 701, Taiwan (corresponding author).

2. Antoine E. Naaman Collegiate Professor of Civil and Environmental Engineering, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48105.

3. Professor, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX 76019. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference158 articles.

1. Quantifying Bonding Characteristics between UHPC and Normal-Strength Concrete for Bridge Deck Application

2. AASHTO. 2008. LRFD bridge design specifications. 4th ed. Washington, DC: AASHTO.

3. AASHTO. 2020. LRFD bridge design specifications. 9th ed. Washington, DC: AASHTO.

4. Acker P. and M. Behloul. 2004. “Ductal® technology: A large spectrum of properties a wide range of applications.” In Proc. Int. Symp. on UHPC 11–23. Kassel Germany: Kassel University Press.

5. AFGC (French Association of Civil Engineering–French Authorities of Civil Engineering Structure Design, and Control). 2002. Ultra high performance fibre-reinforced concretes. Bagneux, France: AFGC.

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