Modelling of rectangular RC columns strengthened with FRP

Cement and Concrete Composites

Volumn 25, Issue 2, 2003, Pages 263-276

  Maalej, M ^a   Tanwongsval, S ^a   Paramasivam, P ^a  

^a NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

Author keywords

Axial; Columns; Concrete; FRP; Model; Strengthening

Indexed keywords

FIBER REINFORCED PLASTICS; POLYMERS; STEEL; STRENGTH OF MATERIALS;

CONCRETE COLUMNS;

REINFORCED CONCRETE;

EID: 0037318418     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0958-9465(02)00017-3     Document Type: Article

References (19)

1. Toutanji H.A. Stress-strain characteristics of concrete columns externally confined with advanced fiber composites sheets. ACI Mater J. 96(3):1999;397-404.
2. Spoelstra M.R., Monti G. FRP-confined concrete model. ASCE J Compos Construct. 3(3):1999;143-150.
3. Saadatmanesh H., Ehsani M.R., Li M.W. Strength and ductility of concrete columns externally reinforced with fiber composite straps. ACI Struct J. 91(4):1994;434-447.
4. Saadatmanesh H., Ehsani M.R., Jin L. Repair of earthquake-damaged RC columns with FRP wraps. ACI Struct J. 94(2):1997;206-215.
5. Mirmiran A., Shahawy M., Samaan M., Echary H.E., Mastrapa J.C., Pico O. Effect of column parameters on FRP-confined concrete. ASCE J Compos Construct. 2(4):1998;175-185.
6. Rochette P., Labossiere P. Axial testing of rectangular column models confined with composites. ASCE J Compos Construct. 4(3):2000;129-136.
7. Kaluarachchi DM. Performance of repaired axially-loaded members. MEng thesis. Singapore, National University of Singapore, 1997.
8. Neale K.W., Demers M., DeVino B., Ho N.Y. Strengthening of wall-type reinforced concrete columns with fibre reinforced composite sheets. Ong K.C., Lau J.M., Paramasivam P. Proceedings of the Fifth International Conference on Structural Failure, Durability, and Retrofitting. 1997;410-417 Singapore Concrete Institute, Singapore.
9. Chiew S.P., Lau J.M., Ho N.Y. Testing of wall-type reinforced concrete column strengthening with advanced composite materials. Proceedings of a Seminar on Strengthening and Upgrading Structures Using Advanced Composite Materials. 1999;1-16 Singapore Concrete Institute, Singapore.
10. Tanwongsval S., Maalej M., Paramasivam P. Strengthening of RC wall-like columns. Malhotra V.M. Proceedings of the Fifth CANMET/ACI International Conference on Recent Advances in Concrete Technology, ACI SP-200. 2001;663-676 American Concrete Institute, Detroit.
11. Richart FE, Brandtzaeg A, Brown RL. Study of the failure of concrete under combined compressive stresses. Bulletin 185, University of Illinois Engineering Experiment Station, Champaign, 1928.
12. Saatcioglu M., Razvi S.R. Strength and ductility of confined concrete. ASCE J Struct Eng. 118(6):1992;1590-1607.
13. Mander J.B., Priestley M.J.N., Park R. Theoretical stress-strain model for confined concrete. ASCE J Struct Eng. 114(8):1988;1804-1826.
14. Popovics S. A numerical approach to the complete stress-strain curves for concrete under combined compressive stresses. Cement Concrete Res. 3(5):1973;583-599.
15. Sheikh S.A., Uzumeri S.M. Strength and ductility of tied concrete columns. ASCE J Struct Division. 105(5):1980;1079-1102.
16. Hognestad E. A study of combined bending and axial load in reinforced concrete members. Bulletin 399, University of Illinois Engineering Experimental Station, Champaign, 1951.
17. Ahmad S.H., Shah S.P. Stress-strain curves of concrete confined by spiral reinforcement. Proc, ACI J. 79(6):1982;484-490.
18. Pantazopoulou S.J., Mills R.H. Microstructural aspects of the mechanical response of plain concrete. ACI Mater J. 92(6):1995;605-616.
19. Yalcin C., Saatcioglu M. Inelastic analysis of reinforced concrete columns. Comput Struct. 77:2000;539-555.