Analysis of CFRP externally-reinforced steel CHS tubular beams

Composite Structures

Volumn 92, Issue 12, 2010, Pages 2992-3001

  Haedir, J ^a   Zhao, X L ^a   Bambach, M R ^b   Grzebieta, R H ^b  

^a MONASH UNIVERSITY   (Australia)

^b UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Analysis; Bending; CFRP sheets; CHS tubular beams; Externally reinforced; Steel

Indexed keywords

CARBON FIBRE REINFORCED POLYMER; CFRP SHEET; COMPOSITE BEAM; COMPOSITE STEEL; EXTERNALLY BONDED; FIBRE ORIENTATION; HIGH-STRENGTH; HOLLOW STEEL; MATERIAL PROPERTY; PRINCIPAL VARIABLES; REINFORCED STEEL; REINFORCING EFFECTS; REINFORCING SYSTEMS; STEEL SECTIONS; STRENGTH CHARACTERISTICS; THIN-WALLED STEEL SECTIONS; ULTIMATE LOADS;

BENDING STRENGTH; CARBON FIBERS; COMPOSITE MICROMECHANICS; HIGH STRENGTH STEEL; PHOTOLITHOGRAPHY; REINFORCEMENT; SAFETY FACTOR; STEEL SHEET; STEEL STRUCTURES; TENSILE STRENGTH;

METAL ANALYSIS;

BEAM; BENDING PROPERTY; CARBON FIBER; ELASTIC PROPERTY; FIBER ORIENTATION; FIBER REINFORCED COMPOSITE; STEEL; STRENGTH;

EID: 77954145471     PISSN: 02638223     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruct.2010.05.012     Document Type: Article

References (30)

1. Teng J.G., Chen J.F., Smith S.T., Lam L. FRP-strengthened RC structures 2002, John Wiley and Sons Ltd., West Sussex.
2. Hollaway L.C., Cadei J. Progress in the technique of upgrading metallic structures with advanced polymer composites. Prog Struct Eng Mater 2002, 4(2):131-148.
3. Zhao X.-L., Zhang L. State-of-the-art review on FRP strengthened steel structures. Eng Struct 2007, 29(8):1808-1823.
4. Miller T.C., Chajes M.J., Mertz D.R., Hastings J.N. Strengthening of a steel bridge girder using CFRP plates. J Bridge Eng 2001, 6(6):514-522.
5. Colombi P., Poggi C. An experimental, analytical and numerical study of the static behavior of steel beams reinforced by pultruded CFRP strips. Composites Part B: Eng 2006, 37(1):64-73.
6. Silvestre N., Young B., Camotim D. Non-linear behaviour and load-carrying capacity of CFRP-strengthened lipped channel steel columns. Eng Struct 2008, 30(10):2613-2630.
7. Harries K.A., Peck A.J., Abraham E.J. Enhancing stability of structural steel sections using FRP. Thin-Walled Struct 2009, 47(10):1092-1101.
8. Jiao H., Zhao X.-L. CFRP strengthened butt-welded very high strength (VHS) circular steel tubes. Thin-Walled Struct 2004, 42(7):963-978.
9. Shaat A., Fam A. Finite element analysis of slender HSS columns strengthened with high modulus composites. Steel Compos Struct 2007, 7(1):19-34.
10. Teng J.G., Hu Y.M. Behaviour of FRP-jacketed circular steel tubes and cylindrical shells under axial compression. Construct Build Mater 2007, 21(4):827-838.
11. Zhao X.-L., Fernando D., Al-Mahaidi R. CFRP strengthened RHS subjected to transverse end bearing force. Eng Struct 2006, 28(11):1555-1565.
12. Bambach M.R., Jama H.H., Elchalakani M. Axial capacity and design of thin-walled steel SHS strengthened with CFRP. Thin-Walled Struct 2009, 47(10):1112-1121.
13. Lanier B., Schnerch D., Rizkalla S. Behavior of steel monopoles strengthened with high-modulus CFRP materials. Thin-Walled Struct 2009, 47(10):1037-1047.
14. Photiou N.K., Hollaway L.C., Chryssanthopoulos M.K. Strengthening of an artificially degraded steel beam utilising a carbon/glass composite system. Construct Build Mater 2005, 20(1-2):11-21.
15. Seica MV, Packer JA, Guevara Ramirez P, Bell SAH, Zhao X-L. Rehabilitation of tubular members with carbon reinforced polymers. In: Proceedings of the 11th international symposium and IIW international conference on tubular structures, Québec, Canada; 31 August-2 September 2006. p. 332-9.
16. Seica M.V., Packer J.A. FRP materials for the rehabilitation of tubular steel structures, for underwater applications. Compos Struct 2007, 80(3):440-450.
17. Gere J.M., Timoshenko S.P. Mechanics of materials 1991, Chapman and Hall, London.
18. Parry T.V., Wronski S. Selective reinforcement of an aluminium alloy by adhesive bonding with uniaxially aligned carbon fibre/epoxy composites. Composites 1981, 12(4):249-255.
19. Moy S.S.J. FRP composites: life extension and strengthening of metallic structures, ICE design and practice guide 2001, Thomas Telford, London.
20. Lenwari A., Thepchatri T., Albrecht P. Flexural response of steel beams strengthened with partial-length CFRP plates. J Compos Construct 2005, 9(4):296-303.
21. Shaat A., Fam A. Axial loading tests on short and long hollow structural steel columns retrofitted using carbon fibre reinforced polymers. Can J Civil Eng 2006, 33(4):458.
22. Shaat A., Fam A.Z. Slender steel columns strengthened using high-modulus CFRP plates for buckling control. J Compos Construct 2009, 13(1):2-12.
23. Haedir J., Bambach M.R., Zhao X.-L., Grzebieta R.H. Strength of circular hollow sections (CHS) tubular beams externally reinforced by carbon FRP sheets in pure bending. Thin-Walled Struct 2009, 47(10):1136-1147.
24. Sabrina F. Bond characteristics between steel and carbon fibre reinforced polymer (CFRP) composites. Ph.D. thesis. Melbourne: Monash University; 2007.
25. Elchalakani M., Zhao X.L., Grzebieta R.H. Concrete filled circular steel tubes subjected to pure bending. J Construct Steel Res 2001, 57(11):1141-1168.
26. Zhao X.-L., Wilkinson T., Hancock G. Cold-formed tubular members and connections 2005, Elsevier, Oxford.
27. Standards Australia. AS4100 Steel structures. Sydney: Standards Australia; 1998.
28. Eurocode 3. Design of steel structures - part 1.1: general rules and rules for buildings. EN 1993-1-1:2005. Brussels: European Committee for Standardisation (CEN); 2005.
29. American Institute of Steel Construction. Load and resistance factor design specification for steel hollow structural sections (AISC LRFD). Chicago: AISC; 2000.
30. British Standards Institution. Structural use of steelwork in building, BS 5950: part 1. London: BSI; 2000.