Open Access
Issue
MATEC Web Conf.
Volume 117, 2017
RSP 2017 – XXVI R-S-P Seminar 2017 Theoretical Foundation of Civil Engineering
Article Number 00033
Number of page(s) 7
DOI https://doi.org/10.1051/matecconf/201711700033
Published online 24 July 2017
  1. M. Tavakkolizadeh, H. Saadatmanesh, Fatigue strength of steel girders strengthened with carbon fiber reinforced polymer patch. Journal of Structural Engineering, ASCE, 129, 186–196 (2003) [CrossRef] [Google Scholar]
  2. S. El-Tawil, E. Ekiz, S. Goel, S.-H. Chao, Retraining local and global buckling behavior of steel plastic hinges using CFRP. Journal of Constructional Steel Research, 67, 261–269 (2011) [CrossRef] [Google Scholar]
  3. N. G. Tsouvalis, L. S. Mirisiotis, D. N. Dimou, Experimental and numerical study of the fatigue behaviour of composite patch reinforced cracked steel plates. International Journal of Fatigue, 31, 1613–1627 (2009) [CrossRef] [Google Scholar]
  4. A. Shaat, D. Schnerch, A. Fam, S. Rizkalla, Retrofit of Steel Structures Using Fiber Reinforced Polymers (FRP): State-of-the-Art. Centre for Integration of Composites into Infrastructure (2003) [Google Scholar]
  5. T.-C. Nguyen, Y. Bai, X.-L. Zhao, R. Al-Mahaidi, Mechanical characterization of steel/CFRP double strap joints at elevated temperatures. Composite Structures, 93, 1604–1612 (2011) [CrossRef] [Google Scholar]
  6. I.I. Ovchinnikov, I.G. Ovchinnikov, G.V. Chesnokov, D.A. Tatiyev, D.V. Pokulayev, Usilenie metallicheskih konstrukziy fibroarmirovannymi plastikami, Internet-jurnal Naukovedeniye, Vypusk 3, may – june (2014) [Google Scholar]
  7. M. Bocciarelli, P. Colombi, G. Fava, and C. Poggi, Fatigue performance of tensile steel members strengthened with CFRP plates, Composite Structures 87 334–343 (2009) [CrossRef] [Google Scholar]
  8. H. Liu, R. Al-Mahaidi, and X. Zhao, Experimental study of fatigue crack growth behaviour in adhesively reinforced steel structures, Compos. Struct. Vol. 90, pp. 12–20 (2009) [CrossRef] [Google Scholar]
  9. K. A. Harries, A. J. Peck, and E. J. Abraham, Enhancing stability of structural steel sections using FRP, Thin-Walled Structure. Vol. 47, pp. 1092–1101 (2009) [CrossRef] [Google Scholar]
  10. A.K. Patnaik, and C. L. Bauer, Strengthening of steel beams with carbon FRP laminates, Proceeding of the 4th Advanced Composites for Bridges and structures conference, Calgary, Canada (2004) [Google Scholar]
  11. P. Colombi, A. Bassetti, A. Nussbaumer, Analysis of cracked steel members reinforced by prestressed composite patch, Fatigue Fract Eng Mater Struct, Vol. 26, No. 1, pp. 59–67 (2003) [CrossRef] [Google Scholar]
  12. B. Täljsten, C.S. Hansen, J.W. Schmidt, Strengthening of old metallic structures in fatigue with prestressed and non-prestressed CFRP laminates. Construction and Building Materials, 23(4), pp. 1665–1677 (2009) [CrossRef] [Google Scholar]
  13. E. Ghafoori, M. Motavalli, J. Botsis, A. Herwig, M. Galli, Fatigue strengthening of damaged metallic beams using prestressed unbonded and bonded CFRP plates. International Journal of Fatigue, 44, pp. 303–315 (2012) [CrossRef] [Google Scholar]
  14. E. Ghafoori, A. Schumacher, M. Motavalli, Fatigue behavior of notched steel beams reinforced with bonded CFRP plates: Determination of prestressing level for crack arrest, Engineering Structures, 45, pp. 270–283 (2012) [CrossRef] [Google Scholar]
  15. E. Ghafoori, M. Motavalli, Flexural and interfacial behavior of metallic beams strengthened by prestressed bonded plates, Composite Structures, 101, pp. 22–34 (2013) [CrossRef] [Google Scholar]

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