NUMERICAL ANALYSIS OF EXTERNALLY PRESTRESSED CONCRETE BEAMS CONSIDERING FRICTION AT DEVIATORS
Author:
Affiliation:
1. Dept. of Env. Tech. & Urban Planning Nagoya Inst. of Tech.
2. Dept. of Civil Eng., Nagoya University
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/2002/718/2002_718_107/_pdf
Reference28 articles.
1. 1) Virlogeux, M.: External prestressmg, Proceedings of IABSE, Zurich, Switzerland, pp. 101-108, 1982.
2. 2) Mutsuyoshi, H., Tsuchida, K., Matupayont, S. and Machida, A.: Flexural behavior and proposal of design equation for flexural strength of externally prestressed concrete members, JSCE Journal of Materials, Concrete Structures and Pavements, Vol. 26, No. 508, pp. 67-77, 1995.
3. 3) Lee, L. H., Moon, J. H. and Lim J. H.: Proposed methodology for computing of unbonded tendon stress at flexural failure, ACI Structural Journal, Vol. 96, No. 6, pp. 1040-1048, 1999.
4. 4) Harajli, M. H.: Effect of span-depth ratio on the ultimate steel stress in unbonded prestressed concrete members, ACI Structural Journal, Vol. 87, No. 3, pp. 305-312, 1990.
5. 5) ACI Committee 318, ACI 318-95: Building code requirements for structural concrete, American Concrete Institute, Farmington Hills, 1995.
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1. SLIP PHENOMENON AT DEVATORS IN BEAMS PRESTRESSED WITH EXTERNAL TENDONS;Doboku Gakkai Ronbunshuu E;2006
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