Study of moment redistribution in prestressed concrete beams

Journal of Structural Engineering

Volumn 123, Issue 5, 1997, Pages 561-566

  Lopes, Sérgio M R ^a   Harrop, J ^b   Gamble, A E ^c  

^a UNIVERSITY OF COIMBRA   (Portugal)

^b UNIVERSITY OF LEEDS   (United Kingdom)

^c Tarmac Concrete Ltd   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

COMPOSITE BEAMS AND GIRDERS; CONCRETE TESTING; ELASTICITY; FAILURE (MECHANICAL); PLASTICITY; PRECAST CONCRETE; PRESTRESSED CONCRETE; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

COMPOSITE CONCRETE BEAMS; MOMENT REDISTRIBUTION;

PRESTRESSED BEAMS AND GIRDERS;

EID: 0031145472     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1997)123:5(561)     Document Type: Article

References (22)

1. American Concrete Institute (ACI). (1989). "Part 3: use of concrete in buildings - design, specification and related topics." ACI manual of concrete practice 1989, Detroit, Mich.
2. Arenas, J. J. (1986). "Continuous partially prestressed structures: European perspective." Partial prestressing, from theory to practice, Vol. I, Survey Reports, NATO ASI Series, Martinus Nijhoff Publishers, Boston, Mass., 257-287.
3. Baker, A. L. L. (1949). "A plastic theory of design for ordinary reinforced and prestressed concrete including moment redistribution in continuous members." Mag. Concrete Res., Slough, England, (2), 57-66.
4. Baker, A. L. L. (1951). "Recent research in reinforced concrete and its application to design." J. Instn. of Civ. Engrs., London, England, (35), 262-329.
5. Baker, A. L. L. (1953). "Further research in reinforced concrete and its application to ultimate load design." Proc., Instn. of Civ. Engrs., London, England, (2), 269-307.
6. Baker, A. L. L., and Amarakone, A. M. N. (1964). "Inelastic hyperstatic frames analysis." Proc., Int. Symp. on Flexural Mech. of Reinforced Concrete, Miami, Florida, November, 85-142.
7. Bennett, E. W. (1955). "Discussion of section IIIa." Proc., 2nd Congr. of the Fédération Internationale de la Précontrainte, Amsterdam, Holland, 645-646.
8. Bennett, E. W., Cooke, N., and Naughton, L. P. (1967). "Deformation of continuous prestressed concrete beams and its effect on the ultimate load." Proc., Instn. of Civ. Engrs., Institution of Civil Engineers, London, England, 37, 57-74.
9. Cohn, M. Z. (1986). "Continuity in prestressed concrete partial prestressing." Partial prestressing, from theory to practice, Vol. I, Survey Reports, NATO ASI Series, Martinus Nijhoff Publishers, Boston, Mass., 189-256.
10. Cohn, M. Z., and Petcu, V. A. (1963). "Moment redistribution and rotation capacity of plastic hinges in redundant reinforced concrete beams." Indian Concrete J., (August), India, 282-290.
11. Comité Européen de Normalisation (CEN). (1992). "Eurocode 2 - design of concrete structures." Rep., ENV 1992-1-1:1992, Brussels, Belgium.
12. Comité Euro-International du Béton (CEB). (1991). "CEB-FIP model code 1990." Bull. d'Information N°204, Lausanne, Switzerland.
13. Cooke, N. (1965). "The redistribution of bending moments in continuous prestressed concrete beams," PhD thesis, Dept. of Civ. Engrg., Univ. of Leeds, Leeds, England.
14. Guyon, Y. (1955). "General report on moment distribution in statically indeterminate prestressed structures beyond the elastic phase." Rep., 2nd Congr. of the Fédération Internationale de la Précontrainte, Amsterdam, Holland, 585-598.
15. Lopes, S. M. R. (1990). "Moment redistribution in partially prestressed composite concrete beams," PhD thesis, Dept. of Civ. Engrg., Univ. of Leeds, Leeds, England.
16. Macchi, G. (1979). "Limit states design for reinforced and prestressed concrete-CEB approach." Concrete Des.: U.S. and Eur. Practices ACI-CEB-PCI-FIP Symp., 1976 ACI Annu. Convention, ACI Publication SP-59, Detroit, Mich., 51-69.
17. Mallick, S. K. (1962). "Redistribution of moments in two-span prestressed concrete beams." Mag. Concrete Res., Slough, England, 14(42), 171-183.
18. Mattock, A. H. (1983). "Secondary moments and moment redistribution in ACI 318-77 code." Int. Symp. on Nonlinearity and Continuity in Prestressed Concrete, Vol. 3, Univ. of Waterloo, Waterloo, Ontario, Canada, 27-48.
19. Moucessian, A. (1986). "Nonlinearity and continuity in prestressed concrete beams," PhD thesis, Queen's Univ. at Kinston, Kinston, Canada.
20. Priestley, M. J. N., and Park, R. (1972). "Moment redistribution in continuous prestressed concrete beams."Mag. Concrete Res., Slough, England, 24(80), 157-175.
21. Sallan, A. J. S. (1984). "Dimensionamiento de Vigas Continuas de Hormigon Parcialmente Pretensado por Condiciones Estritas de Seguridad a Rotura (Design of Partially Prestressed Concrete Continuous Beams Considering Only Safety Conditions at the Failure),"PhD thesis, Univ. of Santander, Santander, Spain (in Spanish).
22. Tfchy, M., and Rákosník, J. (1977). Plastic analysis of concrete frames (with particular reference to limit states design). Collet (Publishers) Ltd., London, England.