Experimental investigation of cyclic behavior of concrete-filled fiber reinforced polymer tubes

Journal of Composites for Construction

Volumn 9, Issue 3, 2005, Pages 263-273

  Shao, Yutian ^a   Mirmiran, Amir ^b  

^a Dunn Savoie Inc   (United States)

^b Florida International University   (United States)

Author keywords

Beam columns; Cyclic loads; Ductility; Fiber reinforced polymers; Hysteresis; Tubes

Indexed keywords

BEAM COLUMNS; NONYIELDING MATERIALS; STEEL REINFORCEMENT; STRUCTURAL INTEGRITY;

BEAMS AND GIRDERS; CANTILEVER BEAMS; COMPOSITE MATERIALS; CONCRETE BRIDGES; CONCRETES; DUCTILITY; DURABILITY; DYNAMIC LOADS; HYSTERESIS; MATERIALS SCIENCE; REINFORCEMENT; TUBES (COMPONENTS);

FIBER REINFORCED PLASTICS;

EID: 20344369549     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2005)9:3(263)     Document Type: Article

References (17)

1. Budek, A., Priestley, M., and Lee, C. (2002). "Seismic design of columns with high-strength wire and strand as spiral reinforcement." ACI Struct. J., 99(5), 666-670.
2. Cabrera, S. (1996). "Shear strength and seismic performance of concrete-filled FRP tubes." MS thesis, Univ. of Central Florida, Orlando, Fla.
3. Davol, A., Burgueño, R., and Seible, F. (2001). "Flexural behavior of circular concrete filled FRP shells." J. Struct. Eng. 127(7), 810-817.
4. Fam, A. Z., and Rizkalla, S. H. (2001). "Confinement model for axially loaded concrete confined by FRP tubes." ACI Struct. J., 98(4), 451-461.
5. Fan, L., Zhou, W., and Xue, Y. (2000). "Preliminary study of seismic performance of FRP tube confined concrete short columns." Proc., 1st Chinese National Conf. of Application Technology of FRP Materials in Civil Engineering, National Diagnosis and Rehabilitation of Industrial Building Research Center, Beijing, 113-117 (in Chinese).
6. Jaradat, O. A., McLean, D. I., and Marsh, M. L. (1998). "Performance of existing bridge columns under cyclic loading-part I: Experimental results and observed behavior." ACI Struct. J., 95(6), 695-704.
7. Mirmiran, A., and Shahawy, M. (2003). "Composite file: A successful drive." Concr. Int., ACI, 25(3), 89-94.
8. Mirmiran, A., and Shahawy, M. (1995). "A novel FRP-concrete composite construction for the infrastructure." Proc., 13th Structures Congress, ASCE, New York, 1663-1666.
9. 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.
10. Mirmiran, A., Shahawy, M., and Samaan, M. (1999). "Strength and ductility of hybrid FRP-concrete beam columns." J. Struct. Eng. 125(10), 1085-1093.
11. Priestley, M., and Benzoni, G. (1996). "Seismic performance of circular columns with low longitudinal reinforcement ratios." ACI Struct. J., 93(4), 474-485.
12. Saadatmanesh, H., Ehsani, M. R., and Limin, J. (1997). "Repair of earthquake-damaged RC columns with FRP wraps." ACI Struct. J., 94(2), 206-215.
13. Samaan, M., Mirmiran, A., and Shahawy, M. (1998). "Model of concrete confined by fiber composites." J. Struct. Eng. 124(9), 1025-1031.
14. Seible, F., Burgueño, R., Abdallah, M. G., and Nuismer, R. (1996). "Development of advanced composite carbon shell systems for concrete columns in seismic zones." Proc., 11th World Conf. on Earthquake Engineering, Pergamon-Elsevier Science, Paper No. 1375, Oxford, U.K.
15. Shao, Y. (2003). "Behavior of FRP-concrete beam-columns under cyclic loading." PhD thesis, North Carolina State Univ., Raleigh, N.C.
16. Yuan, H., Xue, Y., Li, X., and Zhang, M. (2002). "Study on a novel hybrid GFRP/CFRP composite beam." Proc., 2nd Chinese National Conference of Application Technology of FRP Materials in Civil Engineering, Tsinghua University Publication, Beijing, 296-305 (in Chinese).
17. Zhang, H., Krishnaswami, S., Anderson, P. M., and Daehn, G. S. (1993). "Yield of continuous fiber composites under axisymmetric loading." Scr. Metall. Mater. 29(11), 1477-1482.