The use of FRP of increased thickness for strengthening structures

Oleg Simakov

doi:10.1051/e3sconf/202126302033

All issues

Volume 263 (2021)

E3S Web Conf., 263 (2021) 02033

References

Open Access

Issue		E3S Web Conf. Volume 263, 2021 XXIV International Scientific Conference “Construction the Formation of Living Environment” (FORM-2021)


Article Number		02033
Number of page(s)		7
Section		Reliability of Buildings and Constructions and Safety in Construction
DOI		https://doi.org/10.1051/e3sconf/202126302033
Published online		28 May 2021

ACI 440.2R-17. Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures. [Google Scholar]
AASHTO, 2004. “LFRD Bridge Design Specification,” third edition< American Association of State Highway and Transportation Officials Washington, DC. [Google Scholar]
Rosenboom, O.A., and Rizkalla, S.H., 2006 “Behavior of Prestressed Concrete Strengthened with Various CFRP Systems Subjected to Fatigue Loading”, Juornal of Composites for Construction, V. 10, No. 6, Nov.-Dec., pp. 492-502 [Google Scholar]
Prestressed/Precast Institute, 2004. PCI Design Yandbook Precast and Prestressed Concrete, sixth edition. Prestressed/Precast Institute, Chicago, IL, 750pp [Google Scholar]
Tamrazyan A.G., Fedorova N.V. Ocenka nadezhnosti zhelezobetonnyh konstrukcij, usilennyh ugleplastikovym vneshnim armirovaniem. Izvestiya vysshih uchebnyh zavedenij. Tekhnologiya tekstil’noj promyshlennosti. 2016. № 6 (366). S. 226-231 [Google Scholar]
Mukhamediev T.A. Kuzevanov D.V. Calculation of the strength of normal sections of reinforced concrete structures reinforced with composite materials. Concrete and reinforced concrete (6). 2013 p. 20-24 [Google Scholar]
Mukhamediev T.A. Rules for designing reinforcement of reinforced concrete structures with composite materials. 2013. №3. [Google Scholar]
Tajaddini, A., 2015. Investigation of moment redistribution in FRP-strengthened slabs and T-beams. Ph.D. thesis. University of Bath, UK. [Google Scholar]
Abbas Tajeddini et al (2016) Quantifying moment redistributi on in FRP-strengthened RC beams Structures & Buildings May 2016 [Google Scholar]
Casadei, P., Nanni, A., Galati, N., Ibell, T., and Denton, S., 2003. Moment redistribution in continuous CFRP strengthened concrete members: experimental results. International Conference Composites in Construction -CCC2003. Cosenza, Italy, 307-312, September 16-19 [Google Scholar]
Cohn, M.Z. and Lounis, Z., 1991. Moment redistribution in structural concrete codes. Canadian Journal of Civil Engineering, 18(1), pp.97-108. [Google Scholar]
A. F. Ashour, S. A. El-Refaie, and S. W. Garrity, “Flexural strengthening of RC continuous beam using CFRP laminates,” Cement Concrete Compos., 26, 765–777 (2004) [Google Scholar]
H. N. Garden and L. C. Hollaway, “An experimental study of the influence of plate end an chorage of carbon fibre composite plates used to strengthen reinforced concrete beams,” Compos. Struct., 42, 175–188 (1998) [Google Scholar]
R. N. Swamy and P. Mukhopadhyaya, “Debonding of carbon fibre reinforced polymer plate from concrete beams,” in: Proc. Inst. Civil Eng. Struct. Buildings, 134, 301–317 (1999). [Google Scholar]
M. Arduini, A. Nanni, A. Di Tommaso, and F. Focacci, “Shear response of continuous RC beams strengthened with carbon FRP sheets. Non-metallic (FRP) eeinforcement for concrete structures,” in: Proc. Third Int. Symp. (FRPRCS-3), Sapporo, Japan, October. Vol. 1 (1997), pp. 459–466. [Google Scholar]
Breveglieri, M., Barros, J. A., Dalfré, G. M., & Aprile, A., 2012. A parametric study on the effectiveness of the NSM technique for the flexural strengthening of continuous RC slabs. Composites Part B: Engineering, 43(4), 1970-1987. [Google Scholar]
Silva, P. F., & Ibell, T. J., 2008. Evaluation of moment distribution in continuous fibre-reinforced polymerstrengthened concrete beams. ACI Structural Journal. 105(6), pp. 729-739. [Google Scholar]
Lou, T., Lopes, S. M., & Lopes, A. V., 2015. Neutral axis depth and moment redistribution in FRP and steel reinforced concrete continuous beams. Composites Part B: Engineering, 70, 44-52. [Google Scholar]
Tajaddini, A., 2015. Investigation of moment redistribution in FRP-strengthened slabs and T-beams. Ph.D. thesis. University of Bath, UK. [Google Scholar]
Abbas Tajeddini et al 2016 Quantifying moment redistributi on in FRP-strengthened RC beams Structures & Buildings May 20-24 [Google Scholar]
D. J. Oehlers, G. Ju, I. S. T. Liu, and R. Seracino, “Moment redistribution in continuous plated RC flexural members. Pt. 1. Neutral axis depth approach and tests,” Eng. Struct., 26, 2197–2207 (2004) [Google Scholar]

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[1] ACI 440.2R-17. Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures. [Google Scholar]

[2] AASHTO, 2004. “LFRD Bridge Design Specification,” third edition< American Association of State Highway and Transportation Officials Washington, DC. [Google Scholar]

[3] Rosenboom, O.A., and Rizkalla, S.H., 2006 “Behavior of Prestressed Concrete Strengthened with Various CFRP Systems Subjected to Fatigue Loading”, Juornal of Composites for Construction, V. 10, No. 6, Nov.-Dec., pp. 492-502 [Google Scholar]

[4] Prestressed/Precast Institute, 2004. PCI Design Yandbook Precast and Prestressed Concrete, sixth edition. Prestressed/Precast Institute, Chicago, IL, 750pp [Google Scholar]

[5] Tamrazyan A.G., Fedorova N.V. Ocenka nadezhnosti zhelezobetonnyh konstrukcij, usilennyh ugleplastikovym vneshnim armirovaniem. Izvestiya vysshih uchebnyh zavedenij. Tekhnologiya tekstil’noj promyshlennosti. 2016. № 6 (366). S. 226-231 [Google Scholar]

[6] Mukhamediev T.A. Kuzevanov D.V. Calculation of the strength of normal sections of reinforced concrete structures reinforced with composite materials. Concrete and reinforced concrete (6). 2013 p. 20-24 [Google Scholar]

[7] Mukhamediev T.A. Rules for designing reinforcement of reinforced concrete structures with composite materials. 2013. №3. [Google Scholar]

[8] Tajaddini, A., 2015. Investigation of moment redistribution in FRP-strengthened slabs and T-beams. Ph.D. thesis. University of Bath, UK. [Google Scholar]

[9] Abbas Tajeddini et al (2016) Quantifying moment redistributi on in FRP-strengthened RC beams Structures & Buildings May 2016 [Google Scholar]

[10] Casadei, P., Nanni, A., Galati, N., Ibell, T., and Denton, S., 2003. Moment redistribution in continuous CFRP strengthened concrete members: experimental results. International Conference Composites in Construction -CCC2003. Cosenza, Italy, 307-312, September 16-19 [Google Scholar]

[11] Cohn, M.Z. and Lounis, Z., 1991. Moment redistribution in structural concrete codes. Canadian Journal of Civil Engineering, 18(1), pp.97-108. [Google Scholar]

[12] A. F. Ashour, S. A. El-Refaie, and S. W. Garrity, “Flexural strengthening of RC continuous beam using CFRP laminates,” Cement Concrete Compos., 26, 765–777 (2004) [Google Scholar]

[13] H. N. Garden and L. C. Hollaway, “An experimental study of the influence of plate end an chorage of carbon fibre composite plates used to strengthen reinforced concrete beams,” Compos. Struct., 42, 175–188 (1998) [Google Scholar]

[14] R. N. Swamy and P. Mukhopadhyaya, “Debonding of carbon fibre reinforced polymer plate from concrete beams,” in: Proc. Inst. Civil Eng. Struct. Buildings, 134, 301–317 (1999). [Google Scholar]

[15] M. Arduini, A. Nanni, A. Di Tommaso, and F. Focacci, “Shear response of continuous RC beams strengthened with carbon FRP sheets. Non-metallic (FRP) eeinforcement for concrete structures,” in: Proc. Third Int. Symp. (FRPRCS-3), Sapporo, Japan, October. Vol. 1 (1997), pp. 459–466. [Google Scholar]

[16] Breveglieri, M., Barros, J. A., Dalfré, G. M., & Aprile, A., 2012. A parametric study on the effectiveness of the NSM technique for the flexural strengthening of continuous RC slabs. Composites Part B: Engineering, 43(4), 1970-1987. [Google Scholar]

[17] Silva, P. F., & Ibell, T. J., 2008. Evaluation of moment distribution in continuous fibre-reinforced polymerstrengthened concrete beams. ACI Structural Journal. 105(6), pp. 729-739. [Google Scholar]

[18] Lou, T., Lopes, S. M., & Lopes, A. V., 2015. Neutral axis depth and moment redistribution in FRP and steel reinforced concrete continuous beams. Composites Part B: Engineering, 70, 44-52. [Google Scholar]

[19] Tajaddini, A., 2015. Investigation of moment redistribution in FRP-strengthened slabs and T-beams. Ph.D. thesis. University of Bath, UK. [Google Scholar]

[20] Abbas Tajeddini et al 2016 Quantifying moment redistributi on in FRP-strengthened RC beams Structures & Buildings May 20-24 [Google Scholar]

[21] D. J. Oehlers, G. Ju, I. S. T. Liu, and R. Seracino, “Moment redistribution in continuous plated RC flexural members. Pt. 1. Neutral axis depth approach and tests,” Eng. Struct., 26, 2197–2207 (2004) [Google Scholar]