Service load analysis of unbonded partially prestressed concrete members

Magazine of Concrete Research

Volumn 57, Issue 4, 2005, Pages 199-209

  Au, F T K ^a   Du, J S ^a,b   Cheung, Y K ^a  

^a UNIVERSITY OF HONG KONG   (Hong Kong)

^b BEIJING JIAOTONG UNIVERSITY   (China)

Author keywords

[No Author keywords available]

Indexed keywords

DATA REDUCTION; DEFORMATION; ELASTIC MODULI; JOINTS (STRUCTURAL COMPONENTS); NUMERICAL METHODS; STRUCTURAL DESIGN;

ANCHORAGES; CRACKED SECTION ANALYSIS; PRESTRESSED STEEL; UNBONDED PARTIALLY PRESTRESSED CONCRETE (UPPC);

PRESTRESSED CONCRETE;

EID: 18844393162     PISSN: 00249831     EISSN: None     Source Type: Journal    
DOI: 10.1680/macr.2005.57.4.199     Document Type: Article

References (19)

1. AMERICAN CONCRETE INSTITUTE. State-of-the-art Report on Partially Prestressed Concrete (ACI 423.5R-99). JOINT ACI-ASCE COMMUTE 423, Farmington Hills, Michigan, 2000, 37 pp.
2. DU G. C. and TAO X. K. Ultimate stress of unbonded tendons in partially prestressed concrete beams. PCI Journal, 1985, 30, No. 6, 72-91.
3. CAMPBELL T. I. and CHOUINARD K. L. Influence of non-pre-stressed reinforcement on the strength of unbonded partially prestressed concrete members. ACI Structural Journal, 1991, 88, No. 5, 546-551.
4. HARAJLI M. H. and KANJ M. Y. Ultimate flexural strength of concrete members prestressed with unbonded tendons. ACI Structural Journal, 1991, 88, No. 6, 663-673.
5. HARAJLI M. H. and KANJ M. Y. Service load behavior of concrete members prestressed with unbonded tendons. Journal of Structural Engineering, ASCE, 1992, 118, No. 9, 2569-2589.
6. CHAKRABARTI P. R., WHANG T. P., BROWN W., ARSAD K. M. and AMEZEUA E. Unbonded post-tensioned tendons and partially prestressed beams. ACI Structural Journal, 1994, 91, No. 5, 616-625.
7. Au F. T. K. and Du J. S. Partially prestressed concrete. Progress in Structural Engineering and Materials, 2004, 6, No. 2, 127-135.
8. NILSON A. H. Design of Prestressed Concrete, 2nd edn. Wiley, New York, 1987, 592 pp.
9. BALAGURU P. N. Increase of stress in unbonded tendons in prestressed concrete beams and slabs. Canadian Journal of Civil Engineering, 1981, 8, No. 2, 262-268.
10. NAAMAN A. E. and ALKHAIRI F. M. Stress at ultimate in unbonded post-tensioning tendons: part 2 - proposed methodology. ACI Structural Journal, 1991, 88, No. 6, 683-692.
11. PANNELL F. N. The ultimate moment of resistance of unbonded prestressed concrete beams. Magazine of Concrete Research, 1969, 21, No. 66, 43-54.
12. BRITISH STANDARDS INSTITUTION. Structural Use of Concrete. BSI, London, 1985, BS 8110 - Parts 1, 2 and 3.
13. CANADIAN STANDARDS ASSOCIATION. Design of Concrete Structures. CSA, Rexdale, Ontario, 1994, A23.3-94.
14. AU F. T. K. and Du J. S. Prediction of ultimate stress in unbonded prestressing tendons. Magazine of Concrete Research, 2004, 56, No. 1, 1-11.
15. ALKHAIRI F. M. and NAAMAN A. E. Analysis of beams prestressed with unbonded internal or external tendons. Journal of Structural Engineering, ASCE, 1993, 119, No. 9, 2680-2700.
16. HARAJLI M. H., KHAIRALLAH N. and NASSIF H. Externally prestressed members: evaluation of second-order effects. Journal of Structural Engineering, ASCE, 1999, 125, No. 10, 1151-1161.
17. HOONESTAD E. A study of combined bending and axial load in reinforced concrete members. Bulletin No. 399, University of Illinois Engineering Experiment Station, Urbana, IL, 1951.
18. MENEGOTTO M. and PINTO P. E. Method of analysis for cyclically loaded RC plane frames, including changes in geometry and non-elastic behavior or elements under combined normal force and bending. Proceedings of IABSE Symposium on Resistance and Ultimate Deformability of Structures Acted on by Well-defined Repeated Loads, Lisbon, 1973, pp. 15-22.
19. NAAMAN A. E. Partially prestressed concrete: review and recommendations. PCI Journal, 1985, 30, No. 6, 31-71.