Flexural creep tests and modeling of concrete-filled fiber reinforced polymer tubes

Journal of Composites for Construction

Volumn 6, Issue 4, 2002, Pages 272-279

  Naguib, Wassim ^a,b   Mirmiran, Amir ^c  

^a SIMPSON GUMPERTZ AND HEGER INC   (United States)

^b University of Cincinnati   (United States)

^c North Carolina State University   (United States)

Author keywords

Beams; Columns; Creep; Fiber reinforced materials; Flexure; Polymers; Tubes

Indexed keywords

BEAMS; COLUMNS; CREEP BEHAVIOR; FLEXURE;

BEAMS AND GIRDERS; BENDING STRENGTH; COLUMNS (STRUCTURAL); COMPUTER SIMULATION; CONCRETES; CREEP TESTING; POLYMERS; STIFFNESS; STRAIN; STRESS ANALYSIS; THICKNESS MEASUREMENT;

FIBER REINFORCED PLASTICS;

EID: 13944259684     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2002)6:4(272)     Document Type: Article

References (17)

1. American Concrete Institute (ACI) Committee 209. (1992). "Prediction of creep, shrinkage and temperature effects in concrete structures." SP-70, Detroit.
2. Bazant, Z. P., and Osman, E. (1976). "Double power law for basic creep of concrete." Mater. Struct., 9(49), 3-11.
3. Bazant, Z. P., and Wittmann, F. H. (1980). Creep and shrinkage in concrete structures, Wiley, New York.
4. Bresler, B., and Selna, L. (1964). "Analysis of time-dependent behavior of reinforced concrete structures." ACI special publication SP-9, Symp. on Creep of Concrete, Vol. 5, American Concrete Institute, Detroit, 115-128.
5. Deskovic, N., Meier, U., and Triantafillou, T. C. (1995). "Innovative design of FRP combined with concrete: Long-term behavior," J. Struct. Eng., 121(7), 1079-1089.
6. di Scalea, F. L., Karbhari, V. M, and Seible, F. (2000). "I-5/Gilman advanced technology bridge project," Proc., SPIE, International Society for Optical Engineering, Bellingham, Wash., Vol. 3988, 10-17.
7. Findley, W. N. (1960). "Mechanism and mechanics of creep of plastics." SPE J., 57-65.
8. Findley, W. N., Lai, J. S., and Onaran, K. (1976). Creep and relaxation of nonlinear viscoelastic materials, Dover, New York.
9. Guedes, R. M., Morais, J. J., Marques, A. T., and Cardon, A. H. (2000). "Prediction of long-term behavior of composite materials." Comput. Struct., 76(1), 183-194.
10. Mirmiran, A., Naguib, W., and Shahawy, M. (2000). "Principles and analysis of concrete-filled composite tubes." J. Adv. Mater., 32(4), 16-23.
11. Mirmiran, A., and Shahawy, M. (2001). "Drivability of composite piles." Proc., Annual Meeting (CD-Rom), Transportation Research Board, Washington, D.C.
12. Morino, S., Kswaguchi, J., and Cao, Z. S. (1997). "Creep behavior of concrete-filled steel tubular members." Proc., Engineering Foundation Conf. on Composite Construction in Steel and Concrete III, ASCE, New York, 514-525.
13. Nagib, W, and Mirmiran, A. (2002). "Time-dependent behavior of FRP-confined concrete columns." ACI Struct. J., 99(2), 142-148.
14. Plevris, N., and Triantafillou, T. C. (1994). "Time-dependent behavior of RC members strengthened with FRP laminates." J. Struct. Eng., 120(3), 1016-1042.
15. Sámaan, M., Mirmiran, A., and Shahawy, M. (1998). "Model of concrete confined by fiber composites." J. Struct. Eng., 124(9), 1025-1031.
16. Terrey, P. J., Bradford, M. A., and Gilbert, R. I. (1994). "Creep and shrinkage in concrete-filled steel tubes." Tubular structures VI, Grundy, Holgate, and Wong, eds., Balkema, Rotterdam, The Netherlands, 293-298.
17. Tsai, S. W., and Wu, E. M. (1971). "A general theory of strength for anisotropic materials." J. Compos. Mater., 5, 58-80.