Modeling of prestressed concrete-filled circular composite tubes subjected to bending and axial loads

Journal of Structural Engineering

Volumn 132, Issue 3, 2006, Pages 449-459

  Mandal, Siddhwartha ^a   Fam, Amir ^a  

^a QUEEN S UNIVERSITY   (Canada)

Author keywords

Axial loads; Composite materials; Deflection; Prestressing; Tubes

Indexed keywords

BENDING (DEFORMATION); COMPOSITE MATERIALS; COMPRESSIVE STRESS; CONCRETE CONSTRUCTION; MATHEMATICAL MODELS; STRUCTURAL LOADS; TENSILE STRESS; TUBES (COMPONENTS);

AXIAL LOADS; DEFLECTION; LAMINATE STRUCTURES;

PRESTRESSING;

EID: 32944463284     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2006)132:3(449)     Document Type: Article

References (16)

1. Abdelrahman, A. A. (1995). " Serviceability of concrete beams prestressed by fiber reinforced plastic tendons.. " PhD thesis, Univ. of Manitoba, Winnipeg, Manitoba, Canada.
2. American Concrete Institute (ACI) Committee 318. (1999). " Building code requirements for reinforced concrete and commentary.. " ACI 318M-99/ACI 318RM-99, Detroit.
3. Collins, M. P., and Mitchell, D. (1997). Prestressed concrete structures, Response Publications, Canada.
4. Daniel, I. M., and Ishai, O. (1994). Engineering mechanics of composite materials, Oxford University Press, New York.
5. Fam, A., Flisak, B., and Rizkalla, S. (2003). " Experimental and analytical modeling of concrete-filled fiber-reinforced polymer tubes subjected to combined bending and axial loads.. " ACI Struct. J., 100 (4), 1-11.
6. Fam, A. Z., and Rizkalla, S. H. (2001). " Confinement model for axially loaded concrete confined by circular fiber-reinforced polymer tubes.. " ACI Struct. J., 98 (4), 451-461.
7. Fam, A. Z., and Rizkalla, S. H. (2002). " Flexural behavior of concrete-filled fiber-reinforced polymer circular tubes.. " J. Compos. Constr., 6 (2), 123-132.
8. Fam, A., Schnerch, D., and Rizkalla, S. (2005). " Rectangular filament-wound glass fiber reinforced polymer tubes filled with concrete under flexural and axial loading: Analytical modeling.. " J. Compos. Constr., 9 (1), 34-43.
9. Karbhari, V. M., Seible, F., Burgueño, R., Davol, A., Wernli, M., and Zhao, L. (2000). " Structural characterization of fiber-reinforced composite short- and medium-span bridge systems.. " Appl. Compos. Mater., 7 (2-3), 151-182.
10. Mandal, S. K. (2004). " Prestressed concrete-filled fiber reinforced polymer tubes.. " MSc thesis, Queen's Univ., Kingston, Ontario, Canada.
11. Mattock, Alan H. (1979). " Flexural strength of prestressed concrete section by programmable calculator.. " PCI J., 24 (1), 32-54.
12. Mirmiran, A., and Shahawy, M. (1999). " Partially prestressed concrete-filled FRP tubes.. " Advances in Composite Materials and Mechanics, Special Volume, A. Maji, ed., ASCE, New York, 85-94.
13. Mirmiran, A., Shahawy, M., El Khoury, C., and Naguib, W. (2000). " Large beam-column tests on concrete-filled composite tubes.. " ACI Struct. J., 97 (2), 268-276.
14. PCI Committee on Prestressed Concrete Piling (1993). " Recommended practice, for design, manufacture, and installation of prestressed concrete piling.. " PCI J., 38 (2), 14-41.
15. Popovics, S. (1973). " A numerical approach to the complete stress-strain curve of concrete.. " Cem. Concr. Res., 3 (5), 583-599.
16. Seible, F. (1996). " Advanced composite materials for bridges in the 21st century.. " Proc., 1st Int. Conf. on Composites in Infrastructure (ICCI'96), 17-30.