Experimental investigation of load carrying capacity of the slender reinforced concrete columns wrapped with FRP

Construction and Building Materials

Volumn 21, Issue 11, 2007, Pages 1991-1996

  Pan, J L ^a   Xu, T ^a   Hu, Z J ^a  

^a HARBIN INSTITUTE OF TECHNOLOGY   (China)

Author keywords

Axial compression; Finite element; FRP; Non linearity; Reinforced concrete; Slender column; Stability coefficient

Indexed keywords

AXIAL COMPRESSION; FIBER REINFORCED PLASTICS; FINITE ELEMENT METHOD; LOAD LIMITS; STABILITY;

CONFINEMENT RATIO; SLENDERNESS RATIO; STABILITY COEFFICIENT;

REINFORCED CONCRETE;

EID: 34250790720     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2006.05.050     Document Type: Article

References (7)

1. Samaan M., Mirmiran A., and Shahawy M. Model of concrete confined by fiber composites. J Struct Eng 124 9 (1998) 1025-1031
2. Shahawy M., Mirmiran A., and Beitelman T. Tests and modeling of carbon-wrapped concrete columns. Compos Part B 31 (2000) 471-480
3. Xiao Y., and Wu H. Compressive behavior of concrete confined by carbon fiber composite jackets. J Mater Civil Eng 12 2 (2000)
4. Jin XN. Experimental study on the mechanical properties of axially symmetrical confined concrete. Ph.D. Thesis, School of Civil Engineering, Harbin Institute of Technology, 2002.
5. Lam L., and Teng J.G. Design-oriented stress-strain model for FRP-confined concrete. Const Build Mater 17 (2003) 471-489
6. Mirmiran A., Shahawy M., and Beitleman T. Slenderness limit for hybrid FRP-concrete columns. J Compos Const 5 1 (2001) 26-34
7. Building code requirements for structural concrete and commentary. ACI 1995;318-95.