Mechanical behaviour of concrete filled double skin steel tubular stub columns confined by FRP under axial compression |
Wang, Jun
(College of Civil Engineering, Nanjing Tech University)
Liu, Weiqing (College of Civil Engineering, Nanjing Tech University) Zhou, Ding (College of Civil Engineering, Nanjing Tech University) Zhu, Lu (College of Civil Engineering, Nanjing Tech University) Fang, Hai (College of Civil Engineering, Nanjing Tech University) |
1 | Jiao, H. and Zhao, X.L. (2004), "CFRP strengthened butt-welded very high strength (VHS) circular steel tubes", Thin-Wall. Struct., 42(7), 963-978. DOI ScienceOn |
2 | Bank, L.C. (2006), Composites for Construction: Structural Design with FRP Materials, John Wiley & Sons. |
3 | Furlong, R.W. (1967), "Strength of steel-encased concrete beam-columns", J. Struct. Div., 93(5), 113-125. |
4 | Haedir, J., Zhao, X.L., Bambach, M.R. and Grzebieta, R.H. (2010), "Analysis of CFRP externally-reinforced steel CHS tubular beams", Compos. Struct., 92(12), 2992-3001. DOI |
5 | Han, L.H., Huang, H. and Zhao, X.L. (2009), "Analytical behaviour of concrete-filled double skin steel tubular (CFDST) beam-columns under cyclic loading", Thin-Wall. Struct., 47(6-7), 668-680. |
6 | Hu, H.T. and Su, F.C. (2011), "Nonlinear analysis of short concrete-filled double skin tube columns subjected to axial compressive forces", Marine Struct., 24(4), 319-337. DOI |
7 | JTS 153-3-2007 (China Code) (2007), Technical Specification for Corrosion Protection of Steel Structures for Sea Port Construction, Ministry of Transport of the People's Republic of China. |
8 | Karimi, K., Tait, M.J. and EI-Dakhakhni, W.W. (2011), "Testing and modeling of a novel FRP-encased steel-concrete composite column", Compos. Struct., 93(5), 1463-1473. DOI |
9 | Knowles, R.B. and Park, R. (1969), "Strength of concrete-filled steel tubular columns", J. Struct. Div., 95(12), 2565-2587. |
10 | Lam, L. and Teng, J.G. (2003), "Design-oriented stress-strain models for FRP-confined concrete", Construct. Build. Mater., 17(6), 471-489. DOI ScienceOn |
11 | Miller, T.C., Chajes, M.J., Mertz, D.R. and Hastings, J.N. (2001), "Strengthening of a steel bridge girder using CFRP plates", J. Bridge Eng., 6(6), 514-522. DOI |
12 | Montague, P. (1978), "The experimental behaviour of double-skinned, composite, circular cylindrical shells under external pressure", J. Mech. Eng. Sci., 20(1), 21-34. DOI |
13 | Nie, J.G. and Liao, Y.B. (2008), "Bearing capacity calculations for concrete filled double skin tubes", J. Tsinghua Univ. (Sci. & Tech.), 48(3), 312-315. [In Chinese] |
14 | Seica, M.V. and Packer, J.A. (2007), "FRP materials for the rehabilitation of tubular steel structures, for underwater applications", Compos. Struct., 80(3), 440-450. DOI ScienceOn |
15 | Nishino, T. and Furukawa, T. (2003), "Strength and deformation capacities of circular hollow section steel member reinforced with carbon fiber", J. Struct. Eng., B, 49B, 489-496. |
16 | Park, J.W., Hong, Y.K., Hong, G.S., Kim, J.H. and Choi, S.M. (2011), "Design formulas of concrete filled circular steel tubes reinforced by carbon fiber reinforced plastic sheets", Procedia Eng., 14, 2916-2922. DOI |
17 | Schnerch, D. and Rizkalla, S. (2004), "Strengthening of scaled steel-concrete composite girders and steel monopole towers with CFRP", FRP Composite in Civil Engineering, Taylor & Francis Group, London, UK. |
18 | Tao, Z., Han, L.H. and Wang, L.L. (2007), "Compressive and flexural behaviour of CFRP-repaired concrete-filled steel tubes after exposure to fire", J. Construct. Steel Res., 63(8), 1116-1126. DOI ScienceOn |
19 | Shaat, A. and Fam, A. (2006), "Axial loading tests on CFRP-retrofitted short and long HSS steel columns", Can. J. Civil Eng., 33(4), 458-470. DOI ScienceOn |
20 | Tao, Z., Han, L.H. and Zhao, X.L. (2004), "Behaviour of concrete-filled double skin (CHS inner and CHS outer) steel tubular stub columns and beam-columns", J. Construct. Steel Res., 60(8), 1129-1158. DOI ScienceOn |
21 | Wang, Q.L., Wu, W. and Zhao, Y.H. (2005a), "An experimental study on concentrically concrete circular CFRP-steel composite tubular stub columns", China Civil Eng. J., 38(10): 44-48. [In Chinese] |
22 | Tao, Z., Han, L.H. and Zhuang, J.P. (2008), "Cyclic performance of fire-damaged concrete-filled steel tubular beam-columns repaired with CFRP wraps", J. Construct. Steel Res., 64(1), 37-50. DOI ScienceOn |
23 | Teng, J.G. and Hu, Y.M. (2007), "Behaviour of FRP-jacketed circular steel tubes and cylindrical shells under axial compression", Construct. Build. Mater., 21(4), 827-838. DOI ScienceOn |
24 | Teng, J.G., Yu, T., Wong, Y.L. and Dong, S.L. (2007), "Hybrid FRP-concrete-steel tubular columns: Concept and behavior", Construct. Build. Mater., 21(4), 846-854. DOI |
25 | Wang, Q.L., Zhao, C.L., Zhang, H.B. and Zhang, Y.D. (2005b), "The simplified calculation of bearing capacity on concentrically concrete circular CFRP-steel composite tubular stub columns", J. Shenyang Jianzhu Univ. (Natural Science, China), 21(6), 612-615. [In Chinese] |
26 | Zhao, X.L. and Zhang, L. (2007), "State-of the-art review on FRP strengthened steel structures", Eng. Struct., 29(8), 1808-1823. DOI ScienceOn |
27 | Zhao, X.L., Grzebieta, R.H. and Elchalakani, M. (2002), "Tests of concrete-filled double skin CHS composite stub columns", Steel Compos. Struct., Int. J., 2(2),129-146. DOI ScienceOn |
28 | Sen, R. and Liby, L. (1994), "Repair of steel composite bridge sections using carbon fiber reinforced plastic laminates, U.S", Department of Transportation Contract B-7932; University of South Florida, Tampa, FL, USA. |