SIZE EFFECT ON COMPRESSIVE BEHAVIOR OF PLAIN AND CONFINED CONCRETE

Author:

KOIKE Sachio1,HATANAKA Shiemitsu2,TANIGAWA Yasuo3

Affiliation:

1. Dept. of Architecture, Faculty of Engineering, Aichi Institute of Technology

2. Dept. of Architecture, Faculty of Engineering, Mie University

3. Dept. of Architecture, Faculty of Engineering, Nagoya University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference35 articles.

1. 1) BLANKS R. F. Mass Concrete Tests in Large Cylinders. Journal of ACI. (1935) vol.31, no.3, p.280-303.

2. 2) NEVILLE A. M. The Influence of Size of Concrete Test Cubes on Mean Strength and Structural Deviation. Magazine of Concrete Research. (1956) vol.8, no.23, p.101-110.

3. 3) Department of the Interior. Cement and Concrete Investigations-Mass Concrete Investigations. US Bureau of Reclamation, Boulder Canyon Project, Final Report, Part VII, Bulletin 4. (1965)

4. Strength and deformation characteristics of confined concrete with circular reinforcement.

5. 12) LEJANO B. A. Size Effect on Stress-Strain Characteristics of High Strength Reinforced Concrete Columns Confined by Lateral Reinforcement. JCI International Workshop on Size Effect in Concrete Structures, Preprints, Sendai, Japan. (1993) p.75-86.

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. A CONSIDERATION ON TRI-AXIAL YIELD CRITERION FOR CONCRETE IN REINFORCED CONCRETE COLUMN SUBJECTED TO COMPRESSION;Journal of Structural and Construction Engineering (Transactions of AIJ);2011

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