Steel and Composite Structures

  • 제26권2호
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  • Pages.151-161
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  • 2018
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Rehabilitation of notched circular hollow sectional steel beam using CFRP patch

  • Setvati, Mahdi Razavi (Department of Civil and Environmental Engineering, Universiti Teknologi PETRONAS) ;
  • Mustaffa, Zahiraniza (Department of Civil and Environmental Engineering, Universiti Teknologi PETRONAS)
  • 투고 : 2017.08.08
  • 심사 : 2017.10.21
  • 발행 : 2018.01.25
⟨ 이전 논문 다음 논문 ⟩

Abstract

The application of carbon fiber reinforced polymer (CFRP) composites for rehabilitation of steel structures has become vital in recent years. This paper presents an experimental program and a finite element (FE) modelling approach to study the effectiveness of CFRP patch for repair of notch damaged circular hollow sectional (CHS) steel beams. The proposed modeling approach is unique because it takes into account the orthotropic behavior and stacking sequence of composite materials. Parametric study was conducted to investigate the effect of initial damage (i.e., notch depth) on flexural performance of the notched beams and effectiveness of the repair system using the validated FE models. Results demonstrated the ability of CFRP patch to repair notched CHS steel beams, restoring them to their original flexural stiffness and strength. The effect of composite patch repair technique on post-elastic stiffness was more pronounced compared to the elastic stiffness. Composite patch repair becomes more effective when the level of initial damage of beam increases.

Keywords

Acknowledgement

Supported by : Universiti Teknologi PETRONAS (UTP)

References

  1. Abdullah, H.A., Klaiber, F.W. and Wipf, T.J. (2004), "Repair of Steel Composite Beams with Carbon Fiber-Reinforced Polymer Plates", J. Compos. Construct., 8(2), 163-172. https://doi.org/10.1061/(ASCE)1090-0268(2004)8:2(163)
  2. Agbomerie, C.O., Stephen, Q. and Jianqiao, Y. (2017), "Wave induced stress profile on a paired column semisubmersible hull formation for column reinforcement", J. Eng. Struct., 143, 77-90. https://doi.org/10.1016/j.engstruct.2017.04.013
  3. Ahmed, W.A.Z., Wan, H.W.B., Azrul, A.M. and Qahtan, A.H. (2015), "Finite element analysis of square CFST beam strengthened by CFRP composite material", J. Thin-Wall. Struct., 96, 348-358. https://doi.org/10.1016/j.tws.2015.08.019
  4. Ahmed, W.A.Z., Wan, H.W.B., Azrul, A.M. and Salam, J.H. (2017), "Rehabilitation and strengthening of high-strength rectangular CFST beams using a partial wrapping scheme of CFRP sheets: Experimental and numerical study", J. Thin-Wall. Struct., 114, 80-91. https://doi.org/10.1016/j.tws.2017.01.028
  5. Akbar, I., Oehlers, D.J. and MohamedAli, M.S. (2010), "Derivation of the bond-slip characteristics for FRP plated steel members", J. Construct. Steel Res., 66(8), 1047-1056. https://doi.org/10.1016/j.jcsr.2010.03.003
  6. Allan, M., Chamila, S., Warna, K., Lance, M.G. and Paul, F. (2016), "Pre-impregnated carbon fibre reinforced composite system for patch repair of steel I-beams", J. Construct. Build. Mater., 105, 365-376. https://doi.org/10.1016/j.conbuildmat.2015.12.172
  7. Amer, H. (2014), "Crack-Dependent Response of Structural Steel Members Repaired with CFRP", Ph.D. Thesis; North Dakota State University, USA.
  8. Amer, H., Yail, J.K. and Siamak, Y. (2011), "CFRP Repair of Steel Beams with Various Initial Crack Configurations", J. Compos. Construct., 15(6), 952-962. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000223
  9. Amer, H., Yail, J.K. and Siamak, Y. (2013), "Crack-dependent response of steel elements strengthened with CFRP sheets", J. Construct. Build. Mater., 49, 110-120. https://doi.org/10.1016/j.conbuildmat.2013.08.021
  10. American Concrete Institute (ACI) (2008), "Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures", Rep. No. 440 2R-08, Farmington Hills, MI, USA.
  11. Amir, F., Colin, M.D. and Amr, S. (2009), "Upgrading steel-concrete composite girders and repair of damaged steel beams using bonded CFRP laminates", J. Thin-Walled Struct., 47(10), 1122-1135. https://doi.org/10.1016/j.tws.2008.10.014
  12. Amr, S. and Amir, F. (2008), "Repair of cracked steel girders connected to concrete slabs using carbon-fiber-reinforced polymer sheets", J. Compos. Construct., 12(6), 650-659. https://doi.org/10.1061/(ASCE)1090-0268(2008)12:6(650)
  13. Amir, M. and Omar, C. (2011), "Shear strengthening of RC beams with EB FRP: Influencing factors and conceptual debonding model", J. Compos. Construct., 15(1), 62-74. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000153
  14. ANSYS Inc. (2014), ANSYS Composite PrepPost (ACP) Training, Available at: https://support.ansys.com/AnsysCustomerPortal/en_us
  15. ANSYS Inc. (2015), ANSYS Mechanical APDL Element Reference (V.15), Available at: http://148.204.81.206/Ansys/150/ANSYS%20Mechanical%20A PDL%20Element%20Reference.pdf
  16. Anyfantis, K.N. (2012), "Finite element predictions of compositeto-metal bonded joints with ductile adhesive materials", J. Compos. Struct., 94(8), 2632-2639. https://doi.org/10.1016/j.compstruct.2012.03.002
  17. Burlovic, D., Milat, A., Balunovic, M., Frank, D., Kotsidis, E.A., Kouloukouras, I.G. and Tsouvalis, N.G. (2016), "Finite element analysis of composite-to-steel type of joint for marine industry", Weld. World, 60(5), 859-867. https://doi.org/10.1007/s40194-016-0343-7
  18. CAE Associates (2012), ANSYS Cohesive Zone Modeling; Website of CAE Associates. (https://caeai.com/ansys-training)
  19. Campilho, R.D.S.G., Moura, M.F.S.F. and Domingues, J.J.M.S. (2008), "Using a cohesive damage model to predict the tensile behaviour of CFRP single-strap repairs", Int. J. Solids Struct., 45(5), 1497-1512. https://doi.org/10.1016/j.ijsolstr.2007.10.003
  20. CAN/CSA (2006), Canadian highway bridge design code; S6-06, Canadian Standards Association, Mississauga, Canada.
  21. Chao, W., Xiaoling, Z., Wen, H.D. and Riadh, A. (2012), "Bond characteristics between ultra-high modulus CFRP laminates and steel", J. Thin-Wall. Struct., 51, 147-157. https://doi.org/10.1016/j.tws.2011.10.010
  22. DNV-RP-C301 (2012), Design, Fabrication, Operation and Qualification of Bonded Repair of Steel Structures; Det Norske Veritas.
  23. Ephrem, A. and Akbar, I. (2012), "The flexural behaviour of tubular steel member strengthened with CFRP", The Proceedings of 8th Asia Pacific Structural Engineering and Construction Conference and 1st International Conference for Civil Engineering Research, Surabaya, Indonesia, October.
  24. Eurocode3 (2005), Design of Steel Structures-Parts 1-8: Design of Joints (BSEN 1993-1-8:2005), Standards Policy and Strategy Committee.
  25. Ever, J.B. (2013), Finite Element Analysis of Composite Materials using ANSYS, (2nd Ed.), CRC Press, ISBN: 9781466516892.
  26. Faris, A.U. and Mehtab, A. (2015), "Steel-CFRP composite and their shear response as vertical stirrup in beams", Steel Compos. Struct., Int. J., 18(5), 1145-1160. https://doi.org/10.12989/scs.2015.18.5.1145
  27. Fernando, D. (2010), "Bond behaviour and debonding failures in CFRP-strengthened steel structures", Ph.D. Thesis; Department of Civil and Structural Engineering, Hong Kong Polytechnic University, Hong Kong, China.
  28. Fernando, D., Yu, T., Teng, J.G. and Zhao, X.L. (2009), "CFRP strengthening of rectangular steel tubes subjected to end bearing loads: Effect of adhesive properties and finite element modelling", J. Thin-Wall. Struct., 47(10), 1020-1028. https://doi.org/10.1016/j.tws.2008.10.008
  29. Fernando, D., Yu, T. and Teng, J.G., (2015), "Behavior and modeling of CFRP-strengthened rectangular steel Tubes subjected to a transverse end bearing load", Int. J. Struct. Stabil. Dyn., 15(8).
  30. Galal, K., Seif ElDin, H.M. and Tirca, L. (2012), "Flexural Performance of Steel Girders Retrofitted Using CFRP Materials", J. Compos. Construct., 16(3), 265-276. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000264
  31. Gholami, M., Mohd Sam, A.R., Marsono, A.K., Tahir, M.M. and Faridmehr, I. (2016), "Performance of steel beams strengthened with pultruded CFRP plate under various exposures", Steel Compos. Struct., Int. J., 20(5), 999-1022. https://doi.org/10.12989/scs.2016.20.5.999
  32. Haedir, J. and Zhao, X.L. (2012), "Design of CFRP-strengthened steel CHS tubular beams", J. Construct. Steel Res., 72, 203-218. https://doi.org/10.1016/j.jcsr.2011.12.004
  33. Haedir, J., Bambach, M.R., Zhao, X.L. and Grzebieta, R.H. (2009), "Strength of circular hollow sections (CHS) tubular beams externally reinforced by carbon FRP sheets in pure bending", J. Thin-Wall. Struct., 47(10), 1136-1114. https://doi.org/10.1016/j.tws.2008.10.017
  34. Haedir, J., Zhao, X.L., Bambach, M.R. and Grzebieta, R.H. (2010), "Analysis of CFRP externally-reinforced steel CHS tubular beams", J. Compos. Struct., 92(12), 2992-3001. https://doi.org/10.1016/j.compstruct.2010.05.012
  35. Haedir, J., Zhao, X.L., Grzebieta, R.H. and Bambach, M. (2011), "Non-linear analysis to predict the moment-curvature response of CFRP-strengthened steel CHS tubular beams", J. Thin-Wall. Struct., 49(8), 997-1006. https://doi.org/10.1016/j.tws.2011.03.004
  36. Hollaway, L.C. and Teng, J.G. (2008), Strengthening and rehabilitation of civil infrastructures using fibre-reinforced polymer (FRP) composites, Woodhead Publishing and Maney Publishing.
  37. Hongyu, Z., Thomas, L.A., Yanli, W., Jy-An, W. and Fei, R. (2013), "Rehabilitation of notch damaged steel beams using a carbon fiber reinforced hybrid polymeric-matrix composite", J. Compos. Struct., 106, 690-702. https://doi.org/10.1016/j.compstruct.2013.07.001
  38. Hui-Huan, M., Ali, M.I., Feng, F. and Guy, O.A. (2015), "An experimental and numerical study of a semi-rigid bolted-plate connections (BPC)", J. Thin-Wall. Struct., 88, 82-89. https://doi.org/10.1016/j.tws.2014.11.011
  39. Iftekharul, A.M. and Sabrina, F. (2015), "Numerical studies on CFRP strengthened steel columns under transverse impact", J. Compos. Struct., 120, 428-441. https://doi.org/10.1016/j.compstruct.2014.10.022
  40. Jun, D. and Marcus, M.K.L. (2007), "Behaviour under static loading of metallic beams reinforced with a bonded CFRP plate", J. Compos. Struct., 78(2), 232-242. https://doi.org/10.1016/j.compstruct.2005.09.004
  41. Jun, D., Yonghui, J. and Hengzhong, Z. (2016), "Theoretical and experimental study on notched steel beams strengthened with CFRP plate", J. Compos. Struct., 136, 450-459. https://doi.org/10.1016/j.compstruct.2015.10.024
  42. Kambiz, N., Ramli, S. and Mohd, Z.J. (2012), "Failure analysis and structural behaviour of CFRP strengthened steel I-beams", J. Construct. Build. Mater., 30, 1-9. https://doi.org/10.1016/j.conbuildmat.2011.11.009
  43. Karatzas, V., Kotsidis, E. and Tsouvalis, N. (2013), "An experimental and numerical study of corroded steel plates repaired with composite patches", Proceedings of the 4th International Conference on Marine Structures, MARSTRUCT 2013, Espoo, Finland, March.
  44. Kotsidis, E.A., Kouloukouras, I.G. and Tsouvalis, N.G. (2014), "Finite element parametric study of a composite-to-steel-joint", In: Maritime Technology and Engineering, CRC Press, pp. 627-635. ISBN: 978-1-138-02727-5 (Print), 978-1-315-73159-9 (eBook), DOI: 10.1201/b17494-83.
  45. Linghoff, D., Haghani, R. and Al-Emrani, M. (2009), "Carbon fibre composites for strengthening steel structures", J. Thin-Wall. Struct., 47(10), 1048-1058. https://doi.org/10.1016/j.tws.2008.10.019
  46. Maeda, T., Asano, Y., Sato, Y., Ueda, T. and Kakuta, Y. (1997), "A study on bond mechanism of carbon fiber sheet", Proceedings of the 3rd International Symposium on Non-Metallic (FRP) Reinforcement for Concrete Structures, (Vol. 1), Japan Concrete Institute, Sapporo, Japan, pp. 279-286.
  47. Mohamed, E. (2014), "CFRP strengthening and rehabilitation of degraded steel welded RHS beams under combined bending and bearing", J. Thin-Wall. Struct., 77, 86-108. https://doi.org/10.1016/j.tws.2013.12.002
  48. Photiou, N.K., Hollaway, L.C. and Chryssanthopoulos, M.K. (2006), "Strengthening of an artificially degraded steel beam utilising a carbon/glass composite system", J. Construct. Build. Mater., 20(1), 11-21. https://doi.org/10.1016/j.conbuildmat.2005.06.043
  49. Pierluigi, C. and Giulia, F. (2015), "Experimental study on the fatigue behaviour of cracked steel beams repaired with CFRP plates", J. Eng. Fract. Mech., 145, 128-142. https://doi.org/10.1016/j.engfracmech.2015.04.009
  50. Pouria, T.A., Saeid, S., Vaclav, K. and Habiba, B. (2015), "Investigating stress shielding spanned by biomimetic polymercomposite vs. metallic hip stem: A computational study using mechano-biochemical model", J. Mech. Behavior Biomed. Mater., 41, 51-67.
  51. Ragheb, W.F. (2015), "Elastic local buckling of steel I-sections strengthened with bonded FRP strips", J. Construct. Steel Res., 107, 81-93. https://doi.org/10.1016/j.jcsr.2015.01.009
  52. Setvati, M.R., Zahiraniza, M., Biramarta I., Nasir, S., Zubair, I.S. and Do Kyun, K. (2016), "Meso-scale numerical study of composite patch repaired hole drilled steel plate", ARPN J. Eng. Appl. Sci., 11(3). ISSN 1819-6608
  53. Silva, D., Lucas, F.M. and Campilho, R.D.S.G. (2012), Advances in Numerical Modelling of Adhesive Joints, Springer.
  54. Stacey, A. and Birkinshaw, M. (2008), "Life extension issues for aging offshore installations", Proceedings of the 27th International Conference on Offshore Mechanics and Arctic Engineering (OMAE 2008), Estoril, Portugal, June.
  55. Sundarraja, M.C. and Ganesh Prabhu, G. (2013), "Flexural behaviour of CFST members strengthened using CFRP Composites", Steel Compos. Struct., Int. J., 15(6), 623-643. https://doi.org/10.12989/scs.2013.15.6.623
  56. Tao, C., Ming Q., Xiang-Lin, G. and Qian-Qian, Y. (2015), "Flexural Strength of Carbon Fiber Reinforced Polymer Repaired Cracked Rectangular Hollow Section Steel Beams", Journal of Polymer Science, Article ID 204861.
  57. Tavakkolizadeh, M. and Saadatmanesh, H. (2003), "Repair of damaged steel-concrete composite girders using carbon fiberreinforced polymer sheets", J. Compos. Construct., 7(4), 311-322. https://doi.org/10.1061/(ASCE)1090-0268(2003)7:4(311)
  58. Teng, J.G., Fernando, D. and Yu, T. (2015), "Finite element modelling of debonding failures in steel beams flexurally strengthened with CFRP laminates", J. Eng. Struct., 86, 213-224. https://doi.org/10.1016/j.engstruct.2015.01.003
  59. Tsouvalis, N.G., Mirisiotis, L.S. and Tsiourva, T.E. (2008), "Experimental investigation of composite patch reinforced corroded steel plate in static loading", Proceedings of the 13th European Conference on Composite Materials (ECCM-13), Stockholm, Sweden, June.
  60. Yail, J.K. and Garrett, B. (2011), "Interaction between CFRPrepair and initial damage of wide-flange steel beams subjected to three-point bending", J. Compos. Struct., 93(8), 1986-1996. https://doi.org/10.1016/j.compstruct.2011.02.024
  61. Yail, J.K. and Kent, A.H. (2010), "Modeling of steel beams strengthened with CFRP strips including bond-slip properties", Proceedings of the CICE 2010 - The 5th International Conference on FRP Composites in Civil Engineering, Beijing, China, September.
  62. Yail, J.K. and Kent, A.H. (2011), "Fatigue behavior of damaged steel beams repaired with CFRP strips", J. Eng. Struct., 33(5), 1491-1502. https://doi.org/10.1016/j.engstruct.2011.01.019
  63. Yail, J.K. and Kent, A.H. (2012), "Predictive response of notched steel beams repaired with CFRP strip including bond-slip behavior", J. Struct. Stabil. Dyn., 12(1), 1-21. https://doi.org/10.1142/S0219455412004628

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