PREDICTION OF TENDON STRESS AND FLEXURAL STRENGTH OF EXTERNALLY PRESTRESSED CONCRETE BEAMS

Author:

SIVALEEPUNTH Chunyakom,NIWA Junichiro,DIEP Bui Khac,TAMURA Satoshi,HAMADA Yuzuru

Publisher

Japan Society of Civil Engineers

Reference14 articles.

1. 1) ACI Committee 318: Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (318R-02), American Concrete Institute, Farmington Hills, Mich., 2002.

2. 2) AASHTO: AASHTO LRFD Bridge Design Specifications, SI Units, First Edition, American Association of State Highway and Transportation Officials, 1994.

3. 4) Mutsuyoshi, H., Tsuchida, K., Matupayont, S. and Machida, A.: Flexural Behavior and Proposal of Design Equation for Flexural Strength of Externally Prestressed Concrete Members, Concrete Library of JSCE, No. 28, pp. 65-77, 1996.

4. 5) Aravinthan, T., Mutsuyoshi, H., Fujioka, A. and Hishiki, Y.: Prediction of the Ultimate Flexural Strength of Exter-nally Prestressed PC Beams, Proceedings of JCI, Vol. 19, No. 2, pp. 1233-1238, 1997.

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