Shrinkage Behavior and Prediction Model of Self-Compacting Concrete

Author:

Nguyen Doan-Binh1ORCID,Wu Cheng-Jun2,Liao Wen-Cheng3

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, College of Engineering, National Taiwan Univ., Taipei 106319, Taiwan; Lecturer, Dept. of Building Materials Technology, Faculty of Building Materials, Hanoi Univ. of Civil Engineering, Hanoi, Vietnam. ORCID:

2. Master’s Student, Dept. of Civil Engineering, College of Engineering, National Taiwan Univ., Taipei 106319, Taiwan.

3. Professor, Dept. of Civil Engineering, College of Engineering, National Taiwan Univ., Taipei 106319, Taiwan (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference54 articles.

1. Long-term drying shrinkage of self-compacting concrete: Experimental and analytical investigations

2. Creep and shrinkage of high-strength self-compacting concrete: experimental and analytical analysis

3. Creep and shrinkage prediction model for analysis and design of concrete structures—Model B3;Baweja S.;Mater. Struct.,1995

4. Bažant, Z. P. 1988. Mathematical modeling of creep and shrinkage of concrete. New York: Wiley.

5. Bažant, Z. P., and G.-H. Li. 2007. Unbiased statistical comparison of creep and shrinkage prediction models. Evanston, IL: Northwestern Univ.

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