References
- American Concrete Institute (ACI). (2008a) "Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures," ACI 440.2R-08, Farmington Hills, Mich.
- ANSYS Inc. ANSYS 10.0 (2005) "documentation," Canonsburg, PA, USA.
- Canadian Standard Association (CSA). (2002) "Design and construction of building components with fibre-reinforced polymers," CSA-S806-02, Rexdale BD, Toronto.
- Carey S. A., Harries, K. A. (2005) "Axial behavior and modeling of confined small-, medium-, and large-scale circular sections with carbon fiber-reinforced polymer jackets," ACI Struct J, 5, 102(1), pp.62-72.
- Chaallal O., Hassan M., LeBlanc M. (2006) " Circular columns confined with FRP: Experimental versus predictions of models and guidelines," J Compos Constr 10(1), pp.4-12. https://doi.org/10.1061/(ASCE)1090-0268(2006)10:1(4)
- Fam A., Rizkalla S. H. (2001a) "Confinement model for axially loaded concrete confined by circular fiber-reinforced polymer tubes," ACI Struct J, 98(4), pp.451-461.
- Fam A., Rizkalla S. H. (2001b) "Behavior of axially loaded concrete-filled circular fiber-reinforced polymer tubes," ACI Struct J, 98(3), pp.280-289
- Hankuk Fiber Group (2004) www.fiber-x.com.
- Lee., Kang Y.J. (2013) "Experimental study for confined concrete of double skinned composite tubular columns by uni-axial compression test," Journal of Korean Society for Advanced Composites Structures, 121(12), pp.1806-1814.(in Korean).
- Mirmiran A., Shahawy M., Samaan M., El Echary H., Mastrapa J.C., Pico O. (1998) "Effect of column parameters on FRP-confined column," J Compo Constr, 2(4), pp.175-185. https://doi.org/10.1061/(ASCE)1090-0268(1998)2:4(175)
- Mirmiran A., Shahawy M. (1997) "Behavior of concrete column confined by FRP composites," J Struct Eng, 138(5), pp. 583-590
- MOCT. (2002) "Standards specifications for highway bridge" 2nd Ed., Korea, Ministry of Construction and Transportation. (in Korean).
- Mohamed H., Masmoudi R. (2010) "Axial load capacity of concrete-filled FRP tube columns: Experimental versus theoretical predictions," J Compos Constr, 14(2), pp.231-243. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000066
- Omata F., Kawakami H., Kagaya M., Tokada H. (1997) "Abrasion characteristic of MMA resin mortar overlaid on a pavement in a cold environment," ACI special publication, 169, pp.180-198.
- Seo, J.H., Yang, H.J., and Kim, K. (2012) " The research on environmental-friendly manhole repair and construction technology," Journal of the Korean Society of Manufacturing Technology Engineers, 21(5), pp.836-841. (in Korean). https://doi.org/10.7735/ksmte.2012.21.5.836
- Son B.J., Lee S.Y., Ji H.S. (2013) "Long-term performance of a fiber-reinforced polymer slab bridge superstructure-field load test and ratings," Composites; Part B, 45, pp.644-656. https://doi.org/10.1016/j.compositesb.2012.09.037
- Son, B.J, Ji, H.S and Chang, S.Y. (2012) "A study on edge reinforcement effect of cylindrical shells with composite laminate," Journal of the Korean Society for Advanced Composite Structures, 3(2), pp.12-17. (in Korean).
- Son J.K., Fam A. (2008) "Finite element modeling of hollow and concrete-filled fiber composite tubes in flexure: Model development, verification and investigation of tube parameters," Eng. Structures, 30, pp.2656-2666. https://doi.org/10.1016/j.engstruct.2008.02.014
- Theriault M., Neale K.W. (2000) "Design equations for axially loaded reinforced concrete columns strengthened with fibre reinforced polymer wraps," Can J Civ Eng , 27, pp.1011-1020. https://doi.org/10.1139/l00-019
- Wei S., Mau S.T., Vupulanadan C., Mantrala S.K. (1995) "Performance of new sandwich tube under axial loading experiment," J Struct Eng, ASCE, 121(12), pp.1806-1814. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:12(1806)
- Wu G., Lu Z.T., Wu Z.S. (2006) "Strength and ductility of concrete cylinders confined with FRP composites," Construct Build Mater, 20, pp.134-148. https://doi.org/10.1016/j.conbuildmat.2005.01.022
- Zhu Z., Ahmad I., Mirmiran A. (2005) "Effect of column parameters on axial compression behavior of concrete-filled FRP tube," Adv Struct Eng, 8(4), pp.443-450. https://doi.org/10.1260/136943305774353098