[1]
Mirmiran A, Shahawy M. Behavior of Concrete Columns Confined by Fiber Composites [J]. Journal of Structural Engineering, ASCE, 1997, 123 (5): 583- 590.
DOI: 10.1061/(asce)0733-9445(1997)123:5(583)
Google Scholar
[2]
Samaan M, Mirmiran A, Shahawy M. Model of Concrete Confined by Fiber Composite [J]. Journal of Structural Engineering, ASCE, 1998, 124 (9): 1025- 1031.
DOI: 10.1061/(asce)0733-9445(1998)124:9(1025)
Google Scholar
[3]
Shahawy M, Mirmiran A, Beitelman T. Tests and Modeling of Carbon- Wrapped Concrete Columns [J]. Composites: Part B, 2000, 31: 471- 480.
DOI: 10.1016/s1359-8368(00)00021-4
Google Scholar
[4]
Berthet J F, Ferrier E, Hamelin P. Compressive Behavior of Concrete Externally Confined by Composite Jackets. Part A: Experimental Study [J]. Construction and Building Materials, 2005, 19: 223- 232.
DOI: 10.1016/j.conbuildmat.2004.05.012
Google Scholar
[5]
Berthet J F, Ferrier E, Hamelin P. Compressive Behavior of Concrete Externally Confined by Composite Jackets. Part B: Modeling [J]. Construction and Building Materials, 2006, 20: 223- 232.
DOI: 10.1016/j.conbuildmat.2004.05.012
Google Scholar
[6]
Youssef M N, Feng M Q, Mosallam A S. Stress- Strain Model for Concrete Confined by FRP Composites [J]. Composites: Part B, 2007, 38: 614- 628.
DOI: 10.1016/j.compositesb.2006.07.020
Google Scholar
[7]
Spoelstra M R, Monti G. FRP- Confined Concrete Model [J]. Journal of Composites for Construction, ASCE, 1999, 3 (3): 143- 150.
DOI: 10.1061/(asce)1090-0268(1999)3:3(143)
Google Scholar
[8]
Karabinis A I, Rousakis T C. Concrete Confined by FRP Material: a Plasticity Approach [J]. Engineering Structures, 2002, 24: 923- 932.
DOI: 10.1016/s0141-0296(02)00011-1
Google Scholar
[9]
Rousakis T C, Karabinis A I. FRP-Confined Concrete Members: Axial Compression Experiments and Plasticity Modeling [J]. Engineering Structures, 2007, 29: 1343-1353.
DOI: 10.1016/j.engstruct.2006.08.006
Google Scholar
[10]
Richart FE, Brantzaeg A, Brown RL. The failure of plain and spirally reinforced concrete in compression, Bulletin No. 185 [R]. Urbana, USA: University of Illinois, Engineering Experiment Station, 1929 November.
Google Scholar
[11]
Fardis MN, Khalili H. FRP-encased concrete as a structural material [J]. Magazine of Concrete Research, 1982, 34(121): 191-202.
DOI: 10.1680/macr.1982.34.121.191
Google Scholar
[12]
Ansari F, Li Q. High strength concrete subjected to triaxial compression [J]. ACI Materials Journal, 1998, 95(6): 747-755.
DOI: 10.14359/420
Google Scholar
[13]
Miyauchi K, Inoue S, Kuroda T, et al. Strengthening effects of concrete column with carbon fiber sheet [J]. Transactions of the Japan Concrete Institute, 1999, 21: 143-150.
Google Scholar
[14]
Candappa DC, Sanjayan JG, Setunge S. Complete triaxial stress-strain curves of high-strength concrete [J]. Journal of Materials in Civil Engineering, 2001, 13(3): 209-215.
DOI: 10.1061/(asce)0899-1561(2001)13:3(209)
Google Scholar
[15]
Lam L, Teng JG. A new stress-strain model for FRP confined concrete [C]. In: Proceedings of the International Conference on FRP Composite in Civil Engineering, Hong Kong, 2001. Hong Kong: [S. n. ] 2001: 283-292.
Google Scholar
[16]
Chaallal, Shahawy. Performance of Fibre- Reinforced Polymer- Wrapped Reinforced Concrete Column under Combined Axial- Flexural Loading [J]. ACI Structural Journal, 2000, 97 (4): 659-668.
DOI: 10.14359/7433
Google Scholar
[17]
De Lorenzis L, Tepfers R. Performance Assessment of FRP Confinement Models-Part Ⅱ: Comparison of Experiments and Predictions [C]. Proceedings of the First International Conference, (2002).
DOI: 10.1680/apcfsaic.31227.0027
Google Scholar
[18]
ZHANG Li-wen, ZHANG Jun-ping, SUN Zhuo. Theoretical study on constitutive relationship of fiber reinforced polymer confined concrete [J]. Journal of Chongqing University (English Edition), 2009, 8 (1): 37-49.
Google Scholar
[19]
Lam L, Teng J G. Strength Models for Fiber-Reinforced Plastic- Confined Concrete [J]. Journal of Structural Engineering, ASCE, 2002, 128 (5): 612- 623.
DOI: 10.1061/(asce)0733-9445(2002)128:5(612)
Google Scholar
[20]
Rochette P, Labossiere P. Axial testing of rectangular column models confined with composites [J]. Journal of Composites for Construction, 2000, 4(3): 129-136.
DOI: 10.1061/(asce)1090-0268(2000)4:3(129)
Google Scholar
[21]
Watanabe K, Nakamura H, Honda T, et al. Confinement effect of FRP sheet on strength and ductility of concrete cylinders under uniaxial compression [C]. In: Proceedings of the Third International Symposium on Non-Metallic (FRP) Reinforcement for Concrete Structures, Sapporo, Japan, October 14-16, 1997. Japan: Japan Concrete Institute, 1997: 233-240.
DOI: 10.1007/bf02480431
Google Scholar
[22]
Matthys S, Taerwe L, Audenaert K. Test on axially loaded concrete columns confined by fiber reinforced polymer sheet wrapping [C]. In: Dolan CW, et al. editors. Proceedings of the Fourth International Symposium Fiber Reinforced Polymers Reinforcement for Reinforced Concrete Structures, Baltimore, USA, October, 1999. USA: American Concrete Institute, 1999: 217-228.
DOI: 10.14359/5624
Google Scholar
[23]
Kshirsagar S, Lopez-Anido RA, Gupta RK. Environmental aging of fiber-reinforced polymer-wrapped concrete cylinders [J]. American Concrete Institute Materials Journal, 2000, 97(6): 703-712.
DOI: 10.14359/9985
Google Scholar
[24]
Teng JG, Lam L. Compressive behavior of carbon fiber reinforced polymer-confined concrete in elliptical columns [J]. Journal of Structural Engineering, 2002, 128(12): 1535-1543.
DOI: 10.1061/(asce)0733-9445(2002)128:12(1535)
Google Scholar
[25]
Toutanji H A. Stress- Strain Characteristics of Concrete Columns Externally Confined with Advanced Fiber Composite Sheets [J]. ACI Materials Journal, 1999, 96 (3): 397- 404.
DOI: 10.14359/639
Google Scholar
[26]
Xiao Y, Wu H. Compressive Behavior of Concrete Confined by Carbon Fiber Composite Jackets [J]. Journal of Materials in Civil Engineering, ASCE, 2000, 12 (2): 139-146.
DOI: 10.1061/(asce)0899-1561(2000)12:2(139)
Google Scholar
[27]
Lam L, Teng J G. Design- Oriented Stress- Strain Model for FRP- Confined Concrete [J]. Construction and Building Materials, 2003, 17: 471- 489.
DOI: 10.1016/s0950-0618(03)00045-x
Google Scholar