FLEXURAL BEHAVIOR AND PROPOSAL OF DESIGN EQUATION FOR FLEXURAL STRENGTH OF EXTERNALLY PC MEMBERS

Author:

Mutsuyoshi Hiroshi1,Tsuchida Kazuteru1,Machida Atsuhiko1,Matupayont Songkiat1

Affiliation:

1. THE JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Reference23 articles.

1. 1) 六車ら: アンボンドPC部材の曲げ終局耐力に関する研究, プレストレストコンクリート, pp. 10-16.

2. 2) Warwaruk, J. Sozen, M. A. and Siess, C. P.: Investigation of Prestressed Reinforced Concrete for Highway Bridges, Part III, Strength and Behavior in Flexure of Prestressed Concrete Beams: Bulletin No. 464, University of Illinois Engineering Experiment Station, Urbana, p. 105, Aug. 1962.

3. 3) Mattock, Alan H., Yamazaki, Jun and Kattula, Basil T.: Comparative Study of Prestressed Concrete Beams, with and Without Bond, ACI JOURNAL, Proceedings, Vol. 68, No. 2, pp. 116-125, Feb. 1971.

4. 4) Mojtahedi, S. and Gamble, W. L.: Ultimate Steel Stresses in Unbonded Prestressed Concrete, Journal of the Structural Division, ASCE, pp. 1159-1165, July 1978.

5. 5) Tam, A. and Pannell, F. N.: Ultimate Moment of Resistance of Unbonded Partially Prestressed Reinforced Concrete Beams, Magazine of Concrete Research (Wexham Springs), Vol. 28, No. 97, pp. 203-208, Dec. 1976.

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