Empirical Stress-Strain Model for Unconfined High-Strength Concrete under Uniaxial Compression

Author:

Lu Zhao-Hui12,Zhao Yan-Gang12

Affiliation:

1. Associate Professor, School of Civil Engineering and Architecture, Central South Univ., 22 Shaoshannan Rd., Changsha 410075, China; formerly, JSPS Postdoctoral Research Fellow, Dept. of Architecture, Kanagawa Univ., 3-27-1 Rokkakubashi, Kanagawa-ku, Yokohama 221-8686, Japan.

2. Professor, Dept. of Architecture and Building Engineering, Kanagawa Univ., 3-27-1 Rokkakubashi, Kanagawa-ku, Yokohama 221-8686, Japan (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference13 articles.

1. Stress-strain relationship for plain concrete in compression;Carreira D. J.;ACI J.,1985

2. CEB-FIP MODEL CODE 1990

3. Dahl K. K. B. (1992). “A constitutive model for normal and high-strength concrete.” Rep. No. R 287 Dept. of Structural Engineering TU Denmark Lyngby Denmark.

4. Hognestad E. (1951). “A study of combined bending and axial load in reinforced concrete members.” Bull. Ser. No . 399 Univ. Illinois Engineering Experimental Station Champaign IL.

5. Complete stress — strain behaviour of high-strength concrete under compression

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