1 |
American Concrete Institute (ACI). (1984). "State of the art report of high-strength concrete." ACI-363R-84, ACI-363 Committee, Detroit.
|
2 |
Ansari, F., and Li, Q. (1998). "High-strength concrete subjected to triaxial compression." ACI Mater. J., 95(6), 747-755.
|
3 |
ANSYS Inc. Corporate. (2006). "The Ansys 10.0 user documents. http://www.ansys.com/services/ documentation/index.htm.). (Nov. 2, 2007)
|
4 |
Baltay, P., and Gjelsvik, A. (1990). "Coefficient of friction for steel on concrete at high normal stress." J. Mater. Civ. Eng., 2(1), 46-49.
DOI
|
5 |
Braga, F., Gigliotti, R., and Laterza, M. (2006). "Analytical stress-strain relationship for concrete confined by steel stirrups and/or FRP jackets." J. Struct. Eng., 132(9), 1402-1416.
DOI
ScienceOn
|
6 |
Campione, G. (2008). "Analytical model for high-strength concrete columns with square cross-section." Struct. Eng. Mech., 28(3): 295-316.
DOI
|
7 |
Candappa, D. C., Sanjayan, J. G.., and Setunge, S. (2001). "Complete triaxial stress-strain curves of high-strength concrete." J. Mater. Civ. Eng., 13(3), 209-215.
DOI
ScienceOn
|
8 |
Cairns, J., Du, Y., and Law, D. (2007). "Influence of corrosion on the friction characteristics of the steel/concrete interface." Constr. Build. Mater., 21(1), 190-197.
DOI
ScienceOn
|
9 |
Debaiky, A. S., Green, M. F., and Hope, B. B. (2007). "Modeling of corroded FRP-wrapped reinforcement concretecolumns in axial compression." J. Compos. Constr., 11(6), 556-564.
DOI
ScienceOn
|
10 |
Deniaud, C., and Neale, K. W. (2006). "An assessment of constitutive models for concrete columns confined with fibre composite sheets." Compos. Struct., 73(3), 318-330.
DOI
ScienceOn
|
11 |
Eid, R., and Paultre, P. (2007). "Plasticity-based model for circular concrete columns confined with fiber-composite sheets." Eng. Struct., 29(12), 3301-3311.
DOI
ScienceOn
|
12 |
Forquin, P., Gary, G., and Gatuingt, F. (2008). "A testing technique for concrete under confinement at high rates of strain." Int. J. Impact Eng., 35(6), 425-446.
DOI
ScienceOn
|
13 |
Fujikake, K., Mindess, S., and Xu, H. (2004). "Analytical model for concrete confined with fiber reinforced polymer composite." J. Compos. Constr., 8(4), 341-351.
DOI
ScienceOn
|
14 |
Grassl, P. (2004). "Modelling of dilation of concrete and its effect in triaxial compression." Finite Ele. Ana. Design, 40(9), 1021-1033.
DOI
ScienceOn
|
15 |
Harajli, M. H. (2006). "Axial stress-strain relationship for FRP confined circular and rectangular concrete columns." Cem. Concr. Compos., 28(10), 938-948.
DOI
ScienceOn
|
16 |
Karabinis, A. I., and Rousakis, T. C. (2002). "Concrete confined by FRP material: a plasticity approach." Eng. Struct., 24(7), 923-932.
DOI
ScienceOn
|
17 |
Li, Y. F., Lin, C. T., and Sung, Y. Y. (2003). "A constitutive model for concrete confined with carbon fiber reinforced plastics." Mech. Mater., 35(3), 603-619.
DOI
ScienceOn
|
18 |
Lin, H. J., and Liao, C. I. (2004). "Compressive strength of reinforced concrete column confined by composite material." Compos. Struct., 65(2), 239-250.
DOI
ScienceOn
|
19 |
Lorenzis, L. D. (2001). "A comparative study of models on confinement of concrete cylinders with FRP composites." Research Reference Prepared of Chalmers University Of Technology, Goteborg, Sweden.
|
20 |
Maalej, M., Tanwongsval, S., and Paramasivam, P. (2003). "Modelling of rectangular RC columns strengthened with FRP." Cem. Concr. Compos., 25(2), 263-276.
DOI
ScienceOn
|
21 |
Malvar, L. J., Morrill, K. B., and Crawford, J. E. (2004). "Numerical modeling of concrete confined by fiber-reinforced composites." J. Compos. Constr., 8(4), 315-322.
DOI
ScienceOn
|
22 |
Mirmiran, A., Zagers, K., and Yuan, W. (2000). "Nonlinear finite element modeling of concrete confined by fibercomposites." Fininte Ele. Ana. Design, 35(1), 79-96.
DOI
ScienceOn
|
23 |
Parvin, A., and Jamwal, A. S. (2006). "Performance of externally of FRP reinforced columns for changes in angle and thickness of the wrap and concrete strength." Compos. Struct., 73(4), 451-437.
DOI
ScienceOn
|
24 |
Montoya, E., Vecchio, F. J., and Sheikh, S. A. (2004). "Numerical evaluation of the behaviour of steel- and FRP-confined concrete columns using compression field modelling." Eng. Struct., 26(11), 1535-1545.
DOI
ScienceOn
|
25 |
Mosalam, K. M., Talaat, M., and Binici, B. (2007). "A computational model for reinforced concrete members confinedwith fiber reinforced polymer lamina: implementation and experimental validation." Compos. Part B: Eng., 38(5), 598-613.
DOI
ScienceOn
|
26 |
Mukherjee, A., Boothby T. E., Bakis, C. E., Joshi, M. V. , and Maitra, S. R. (2004). "Mechanical behavior of fiber-reinforced polymer-wrapped concrete columns-complicating effects." J. Compos. Constr., 8(2), 97-103.
DOI
ScienceOn
|
27 |
Parvin, A., and Wang, W. (2001). "Behavior of FRP jacketed concrete columns under eccentric loading." J. Compos. Constr., 5(3), 146-152.
DOI
ScienceOn
|
28 |
Rabbat, B. G., and Russell, H. G. (1985). "Friction coefficients of steel on concrete or grout." J. Struct. Eng., 111(3), 505-515.
DOI
ScienceOn
|
29 |
Restrepo, J. I., and De Vino, B. (1995). "Enhancement of the axial load carrying capacity of reinforced concrete columns by means of fiberglass-epoxy jackets." Proc. of Advanced Composite Materials in Bridges and Structures II, Montreal, 547-553.
|
30 |
Richard, F. E., and Abbott, B. J. (1975). "Versatile elastic-plastic stress-strain formula." J. Eng.g Mech. Div., 101(44), 511-515.
|
31 |
Rochette, P., Labossiere, P. (1996). "A plasticity approach for concrete columns confined with composite materials." Proc. of Advanced Composite Materials in Bridges and Structures, CSCE, 359-366.
|
32 |
Rougier, V. C., and Luccioni, B. M. (2007). "Numerical assessment of FRP retrofitting systems for reinforced concrete elements." Eng. Struct., 29(8), 1664-1675.
DOI
ScienceOn
|
33 |
Wu, Han-liang, and Wang, Yuan-feng. (2010). "Experimental study on reinforce high-strength concrete short columns confined with AFRP sheets." Steel Compos. Struct., 10(6), 501-516.
DOI
|
34 |
Samaan, M., Mirmiran, A., and Shahawy, M. (1998). "Model of concrete confined by fiber composites." J. Struct.Eng., 124(9), 1025-1031.
DOI
ScienceOn
|
35 |
Spiegel, L., and Limbrunner, G. F. (1998). Reinforced concrete design. Prentice Hall, USA.
|
36 |
Wang, Y. C., and Hsu, K.. (2008). "Design of FRP-wrapped reinforced concrete columns for enhancing axial load carrying capacity." Compos. Struct., 82(1), 132-139.
DOI
ScienceOn
|
37 |
Xiao, Y., and Wu, H. (2000). "Compressive behavior of concrete confined by carbon fiber composite jackets." J. Mater. Civ. Eng., 12(2), 139-146.
DOI
ScienceOn
|
38 |
Youssef, M. N., Feng, M. Q., Mosallam, A. S. (2007). "Stress-strain model for concrete confined by FRP composites." Compos. Part B: Eng., 38(5), 614-628.
DOI
ScienceOn
|