51
Views
1
CrossRef citations to date
0
Altmetric
Research Papers

Characteristics of the deflection behaviour of a slab reinforced by an externally bonded fibre-reinforced polymer

, &
Pages S9-136-S9-141 | Received 24 Nov 2014, Accepted 06 Mar 2015, Published online: 23 Nov 2015

References

  • C. Y. Lee and H. W. Kwon: ‘Repair materials and retrofit methods of old concrete structures’, Korean Society of Civil Engineers Con. (Nov), 2001, 1–4.
  • D. S. Yang, S. K. Park and Y. H. Lee: ‘Flexure behavior of RC beams strengthened with steel strand and carbon fiber sheet’, Korea Concrete Inst., 2002, 14, (2), 216–222.
  • F. Findik, N. Mrad and A. Johnston: ‘Strain monitoring in composite patched structures’, Compos. Struct., 2000, 49, (3), 331–338.
  • F. Findik and H. Unal: ‘Development of thermal residual strains in a single sided composite patch’, Composites B, Eng., 2001, 32, (4), 379–383.
  • J. S. Sim, Y. K. Hong, W. C. Choi, W. S. Hwang, C. D. Lee, I. H. Bae and S. J. Park: ‘Study on the fatigue behaviors of R/C beam strengthened with steel plate and carbon fiber sheet’, Korea Concrete Institute Conf. (May), 1995, 319–324.
  • W. Y. Chung and S. W. Lee: ‘Experiments of RC beams strengthened with pultruded carbon and glass fiber strip’, Korean Soc. Civil Eng., 2000, 20, (6), 1029–1038.
  • S. T. Yildirim, C. E. Ekinci and F. Findik: ‘Properties of hybrid fiber reinforced concrete under repeated impact loads’, Russ. J. Nondestruct. Test., 2010, 46, (7), 82–92.
  • A. Kaya, M. Tekelioglu and F. Findik: ‘Effects of various parameters on dynamic characteristics in adhesively bonded joints’, Mater. Lett., 2004, 58, (27), 3451–3456.
  • M. Caliskan, U. Soy and F. Findik: ‘An analytic investigation to compare the bonded and bolted repairing methods using composite single lap joint’, Sci. Eng. Compos. Mater., 2003, 11, (1), 69–77.
  • B. Jia, S. Liu, X. Liu and R. Wang: ‘Flexural capacity calculation of hybrid bar reinforced concrete beams’, Mater. Res. Innov., 2014, 18, (S2), 836–840.
  • A. Laraba, N. Chikh, H. Mesbah, N. Djebbar and A. Belouar: ‘Experimental evaluation of damaged rectangular reinforced concrete beams repaired with near surface mounted carbon fibre reinforced polymer’, Mater. Res. Innov., 2014, 18, (S6), 10–13.
  • R. Z. Al-Zaid, A. H. Al-Shaikh and M. M. Abu-Hussein: ‘Effect of loading type on the effective moment of inertia of reinforced concrete beams’, ACI Struct. J., 1991, 88, (2), 184–190.
  • C. Mota, S. Alminar and D. Svecova: ‘Critical review of deflection formulas for FRP-RC members’, J. Compos. Construct. ASCE, 2006, 10, (3), 183–194.
  • B. Tighiouart, B. Benmokrane and D. Gao: ‘Investigation of bond in concrete member with fibre reinforced polymer FRP bars’, Construct. Build. Mater., 1998, 12, (8), 453–462.
  • H. A. Toutanji and M. Saafi: ‘Flexural behavior of concrete beams reinforced with glass fiber-reinforced polymer (GFRP) bars’, ACI Struct. J., 2000, 97, (5), 712–719.
  • M. Y. Ko, S. W. Kim and Y. B. Kim: ‘An experimental study on the flexural rigidity of reinforced high strength concrete beams’, Korea Concrete Inst., 2000, 12, (2), 71–78.
  • P. H. Bischoff: ‘Deflection calculation of FRP reinforced concrete beams based on modification to the existing Branson equation’, J. Compos. Construct., 2007, 11, (1), 4–14.
  • J. R. Yost, S. P. Gross and D. W. Dinehart: ‘Effective moment of inertia for glass fiber-reinforced polymer-reinforced concrete beams’, ACI Struct. J., 2003, 100, (6), 732–739.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.