Enhancing stability of structural steel sections using FRP

Thin-Walled Structures

Volumn 47, Issue 10, 2009, Pages 1092-1101

  Harries, Kent A ^a   Peck, Andrew J ^a   Abraham, Elizabeth J ^b  

^a University of Pittsburgh   (United States)

^b Jacobs Edwards and Kelcey   (United States)

Author keywords

Buckling; Fiber reinforced polymer composite; Repair; Stability; Steel

Indexed keywords

APPLICATION DOMAINS; CRITICAL LOAD; CYCLIC LOADINGS; EXPERIMENTAL RESEARCH; FIBER REINFORCED POLYMERS; FIBER-REINFORCED POLYMER COMPOSITE; HIGH STIFFNESS; HYSTERETIC RESPONSE; LINEAR BEHAVIOR; LOCAL BUCKLING; STEEL SECTIONS; STRUCTURAL STEELS;

BUCKLING; BUILDING MATERIALS; COMPOSITE MICROMECHANICS; FLANGES; MECHANICAL PROPERTIES; POLYMERS; REINFORCED PLASTICS; STABILITY; STEEL; STEEL STRUCTURES; STIFFNESS;

FIBER REINFORCED PLASTICS;

EID: 67651146630     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tws.2008.10.007     Document Type: Article

References (42)

1. Hollaway L.C., and Cadei J. Progress in the technique of upgrading metallic structures with advanced polymer composites. Prog Struct Eng Mater 42 2 (2002) 131-148
2. Zhao X.-L., and Zhang L. State-of-the-art review on FRP strengthened steel structures. Eng Struct 29 8 (2006) 1808-1823
3. Silvestre N., Young B., and Camotim D. Non-linear behaviour and load-carrying capacity of CFRP-strengthened lipped channel steel columns. Eng Struct 30 10 (2008) 2613-2630
4. Mertz DR, Gillespie JW. Rehabilitation of steel bridge girders through the application of advanced composite materials. NCHRP-IDEA Project 11, p. 30, 1996.
5. Mertz DR, Gillespie JW, Chajes MJ, Sabol SA. The rehabilitation of steel bridge girders using advanced composite materials NCHRP-IDEA Project 51, p. 25, 2002.
6. Miller T.C., Chajes M.J., Mertz D.R., and Hastings J.N. Strengthening of a steel bridge girder using CFRP plates. ASCE J Br Eng 6 6 (2002) 514-522
7. Chacon A, Chajes M, Swinehart M, Richardson D, Wenczel G. Applications of advanced composites to steel bridges: a case study on the Ashland bridge. In: Proceedings of the fourth conference on advanced composites for bridges and structures, Calgary, 2004.
8. Patnaik AK, Bauer CL. Strengthening of steel beams with carbon FRP laminates. In: Proceedings of the fourth conference on advanced composites for bridges and structures, Calgary, 2004.
9. Sen R., Liby L., and Mullins G. Strengthening steel bridge sections using CFRP laminates. Compos: Part B 32 (2001) 309-322
10. Tavakkolizadeh M., and Saadatmanesh H. Strengthening of steel-concrete composite girders using carbon fiber reinforced polymers sheets. ASCE J Struct Eng 129 1 (2003) 30-40
11. Lenwari A., Thepchatri T., and Albrecht P. Flexural response of steel beams strengthened with partial-length CFRP plates. ASCE J Comp Constr 9 4 (2005) 296-303
12. Lenwari A., Thepchatri T., and Albrecht P. Debonding strength of steel beams strengthened with CFRP plates. ASCE J Comp Constr 10 1 (2006) 69-78
13. Colombi P., and Poggi C. An experimental, analytical and numerical study of the static behavior of steel beams reinforced by pultruded CFRP strips. Compos Part B 37 (2006) 64-73
14. Al-Saidy A.H., Klaiber F.W., and Wipf T.J. Repair of Steel Composite beams with carbon fiber-reinforced polymer plates. ASCE J Comp Constr 8 2 (2004) 163-171
15. Photiou N.K., Hollaway L.C., and Chryssanthopoulos M.K. Strengthening of an artificially degraded steel beam utilizing a carbon/glass composite system. Constr Build Mater 20 (2006) 11-21
16. Jiao H., and Zhao X.L. CFRP strengthened butt-welded very high strength circular steel tubes. Thin-Walled Struct 42 (2004) 963-978
17. Colombi P., and Poggi C. Strengthening of tensile steel members and bolted joints using adhesively bonded CFRP plates. Constr Build Mater 20 (2006) 22-33
18. Jones S.C., and Civjan S.A. Application of fiber reinforced polymer overlays to extend steel fatigue life. ASCE J Comp Constr 7 4 (2003) 331-338
19. Tavakkolizadeh M., and Saadatmanesh H. Fatigue strength of steel girders strengthened with carbon fiber reinforced polymer patch. ASCE J Structr Eng 129 1 (2003) 186-196
20. Nozaka K., Shield C.K., and Hajjar J.F. Effective bond length of carbon fiber reinforced polymer strips bonded to fatigued steel bridge I-girders. ASCE J Bridge Eng 10 2 (2005) 195-205
21. Liu HB, Zhao XL, Al-Mahaidi R. The effect of fatigue loading on bond strength of CFRP bonded steel plate joints. In: Proceedings of the international symposium on bond behavior of FRP in structures, Hong Kong, 2006.
22. Ekiz E, El-Tawil S, Parra-Montesinos G, Goel S. Enhancing plastic hinge behavior in steel flexural members using CFRP wraps. In: Proceedings of the 13th World Conference on EQ Engineering, Vancouver, 2004.
23. Shaat A., and Fam A. Axial loading test on short and long hollow structural steel columns retrofitted using carbon fibre reinforced polymers. Can J Civ Eng 33 4 (2006) 458-470
24. Accord N.B., and Earls C.J. Use of fiber reinforced polymer composite elements to enhance structural steel member ductility. ASCE J Comp Constr 10 4 (2006) 337-344
25. Ekiz E, El-Tawil S. Inhibiting Steel Brace Buckling Using CFRP Wraps. In: Proceedings of the eighth national conference on EQ Engineering, San Francisco, 2006.
26. Ekiz E. Improving Steel Behavior Using Carbon Fiber Reinforced Polymer (CFRP) Wrapping. Ph.D. Thesis, Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, MI, 2007.
27. Abraham EJ, Harries KA. Development of "partial buckling-restrained braces" using FRP. In: Proceedings of the ASCE STRUCTURES 07 Congress, Long Beach CA, May 2007.
28. Earthquake Engineering Research Institute (EERI). Earthquake Spectra-Northridge Report. Vol. 11, Supplement C (April 1995), EERI, 1995.
29. Cromartin CD, Greene M, Tubbesing SK. (technical editors), Hyogo-ken Nanbu (Kobe) Earthquake, January 17, 1995: Preliminary Reconnaissance Report. Earthquake Engineering Research Institute, 1995.
30. Federal Emergency Management Agency (FEMA). FEMA 350 Recommended Seismic Design Provisions Criteria for New Steel Moment-Frame Buildings, Washington DC, 2000.
31. American Institute of Steel Construction (AISC) 2005. ANSI/AISC 341-05-Seismic provisions for structural steel buildings, AISC, Chicago.
32. American Society of Civil Engineers (ASCE) 1971. Plastic design in steel: A guide and commentary, 2nd Ed., ASCE Manuals and Reports on Engineering Practice No. 41, New York.
33. Haaijer G. Plate Buckling in the Strain-Hardening Range, Journal of the Engineering Mechanics Division, American Society of Civil Engineers, 83, EM2, Paper number 1212, 1957.
34. Haaijer G, Thürlimann B. On Inelastic Buckling in Steel, Journal of the Engineering Mechanics Division, American Society of Civil Engineers, 84, EM2, Paper number 1581, 1958.
35. Lay MG. Flange Local Buckling in Wide-Flange Shapes, Journal of the Structural Division, Proceedings of the American Society of Civil Engineers, 1965; 91, ST6: 95-116.
36. Nakashima M., Liu D., and Kanao I. Lateral-torsional and local instability of steel beams subjected to large cyclic loading. Int J Steel Struct 3 3 (2003) 179-189
37. Okazaki T., Liu D., Nakashima M., and Engelhardt M.D. Stability requirements for beams in seismic steel moment frames. ASCE J Struct Eng 132 9 (2006) 1334-1342
38. Uang C.M., and Fan C.C. Cyclic stability criteria for steel moment connections with reduced beam section. ASCE J Struct Eng 127 9 (2002) 1021-1027
39. Abraham EJ. Conceptual Investigation of Partially Buckling Restrained Braces. MSCE Thesis, University of Pittsburgh, December 2006.
40. Peck A. 2007. Investigation of FRP stabilization of plastic buckling behavior of slender steel sections. MSCE Thesis, University of Pittsburgh, December 2007.
41. Bruneau M., Uang C.M., and Whittaker A. Ductile design of steel structures (1998), McGraw-Hill, Boston, MA
42. Canadian Institute of Steel Construction (CISC) 2007. Handbook of Steel Construction, 9th ed.