Evaluation of Shear Crack Width in I-Shaped Prestressed Reinforced Concrete Beams-Reference-Cited by-同舟云学术

Evaluation of Shear Crack Width in I-Shaped Prestressed Reinforced Concrete Beams

Published:2008-10-31 Issue:3 Volume:6 Page:443-458
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

De Silva Sudhira¹,Mutsuyoshi Hiroshi²,Witchukreangkrai Eakarat³

Affiliation:

1. Department of Civil and Environmental Engineering, Faculty of Engineering, University of Ruhuna, Sri Lanka.

2. Department of Civil and Environmental Engineering, Graduate School of Science and Engineering, Saitama University, Japan.

3. Civil Engineering, Technology Division, Shimizu Corporation, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/6/3/6_3_443/_pdf

Reference27 articles.

1. ACI-ASCE Committee 423, (1999). “State-of-the-art report on partially prestressed Concrete, ACI 423.5R-99.” American Concrete Institute, Farmington Hills, Michigan.

2. ACI Committee 318, (2002). “Building code requirement for reinforced concrete (ACI 318-02) and commentary (318R-02).” American Concrete Institute, Farmington Hills, Michigan.

3. Adebar, P. and Leeuwen J. V. (1999). “Side-face reinforcement for flexural and diagonal cracking in large concrete beams.” ACI Structural Journal, 96(5), 693-704.

4. Bhide, S. B. and Collins, M. P. (1989). “Influence of axial tension on the shear capacity of reinforced concrete members.” ACI Structural Journal, 86(5), 570-581.

5. Belarbi, A. and Hsu, T. T. C. (1990). “Stirrup stresses in reinforced concrete beams.” ACI Structural Journal, 87(5), 530-538.

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