Stress-strain curve of laterally confined concrete

Engineering Structures

Volumn 24, Issue 9, 2002, Pages 1153-1163

  Chung, Heon Soo ^a   Yang, Keun Hyeok ^a   Lee, Young Ho ^b   Eun, Hee Chang ^c  

^a Chung Ang University   (South Korea)

^b Dongwon College of Technology   (South Korea)

^c Jeju National University   (South Korea)

Author keywords

Core concrete; Ductility; Effectively confined distance; High strength concrete; Nonlinear multiple regression method; Strength enhancement factor; Stress strain curve of confined concrete; Volumetric ratio of ties

Indexed keywords

COLUMNS (STRUCTURAL); REGRESSION ANALYSIS; STRAIN; STRENGTH OF MATERIALS; STRESS ANALYSIS; VOLUMETRIC ANALYSIS;

TIE STRESSES;

CONCRETES;

REINFORCED CONCRETE;

EID: 0036723192     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(02)00049-4     Document Type: Article

References (18)

1. Strength and ductility of tied concrete columns
2. Analytical model for concrete confinement in tied columns
3. Tied concrete columns under axial load and flexure
4. Bebavior of laterally confined high-strength concrete under axial loads
5. Theoretical stress-strain model for confined concrete
6. Observed stress-strain behavior of confined concrete
7. Flexural members with confined concrete
8. Ductility of square-confined concrete columns
9. Stress-strain curve of concrete confined by rectilinear hoop
10. Predictions of ultimate behavior of confined columns subjected to large deformatons
11. Axial load behavior of large-scale spirally-reinforced high-strength concrete coumn
12. Strength and ductility of confined concete
13. Confinement model for high-strength concete
14. High-strength concrete columns confined by rectangular ties
15. Stress-strain model for confined high-strength concrete
16. A numerical approach to complete stress-strain curve of concrete