Dien Ngoc Vo-Le: Faculty of Engineering Technology, Tien Giang University, 119 Ap Bac, My Tho city, Tien Giang Province, 860000, Vietnam.
Long Nguyen-Minh: Faculty of Civil Engineering, Ho Chi Minh City University of Technology, 268 Ly Thuong Kiet Street, District 10, Ho Chi Minh City, 700000, Vietnam.

References
[1] Ary M. I. and Kang T. H. K. Shear-strengthening of reinforced & prestressed concrete beams using FRP: Part I — Review of previous research. International Journal of Concrete Structures and Materials.Vol 6(1), P41-47, 2012. DOI: https://doi.org/10.1007/s40069-012-0004-1
[2] Ary M. I. and Kang T. H. K. Shear-strengthening of reinforced & prestressed concrete beams using FRP: Part II — Experimental investigation. International Journal of Concrete Structures and Materials, Vol 6(1), P49-57, DOI: https://doi.org/10.1007/s40069-012-0005-0.
[3] Kim, Y., Quinn K., Satrom N., Garcia J., Sun W., Ghannoum W.M. Shear strengthening of reinforced and prestressed concrete beams using carbon fiber reinforced polymer (CFRP) sheets and anchors. Center for Transportation Research at The University of Texas at Austi: Austin, TX, 2012.
[4] Murphy M., Belarbi A., and Bae S.-W. Behavior of prestressed concrete I-girders strengthened in shear with externally bonded fiber-reinforced-polymer sheets. PCI Journal, Vol 57(3), P63-82, 2012. DOI: https://doi.org/10.15554/pcij.06012012.63.82.
[5] Nguyen, T.T.D., Matsumoto K., Sato Y., Yamada M., and Niwa J. Shear-resisting mechanisms of pre-tensioned PC beams without shear reinforcement strengthened by CFRP sheets. Journal of JSCE, Vol 4(1), P59-71, 2016 DOI: https://doi.org/10.2208/journalofjsce.4.1_59.
[6] Nguyen-Minh L., Vo-Le D., Tran-Thanh D., Pham T.M., Ho-Huu C., and Rov?ák M. Shear capacity of unbonded post-tensioned concrete T-beams strengthened with CFRP and GFRP U-wraps. Composite Structures,Vol 184, P1011-1029, 2018. DOI: https://doi.org/10.1016/j.compstruct.2017.10.072.
[7] Vo-Le D., Tran D. T., Pham T. M., Ho-Huu C., Nguyen-Minh L. Re-evaluation of shear contribution of CFRP and GFRP sheets in concrete beams post-tensioned with unbonded Tendons. Engineering Structures, 2021 (reviewed).
[8] ACI (American Concrete Institute). Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures, in ACI 440.2R-17, Farmington Hills, Michigan, 2017.
[9] CNR (National Research Council). Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Existing Structures - Materials, RC and PC structures, masonry structures, in CNR-DT 200 R1/2013, Rome, 2013.
[10] Fib (Fédération internationale du beston), stask group 9.3 Fib Bulletin 14. Externally bonded FRP reinforcement for RC structures, Lausanne, Switzerland, 2001.
[11] Fib (Fédération internationale du beston), stask group 5.1 Fib Bulletin 90. Externally applied FRP reinforcement for concrete structures, Lausanne, Switzerland, 2019.
[12] HB 305. Design handbook for RC structures retrofitted with FRP and metal plates: beams and slabs. Standards Autralia, 2008.
[13] ISIS (The Canadian Network of Center of Intelligent Sensing for Innovative Structures), ISIS Design Manual 4. An introduction to FRP strengthening of concrete structure. Winnipeg, Manitoba, Canada, 2008.
[14] JSCE (Japan Society of Civil Engineers Concrete Engineering). Standard specifications for concrete structures, Tokyo, Japan, 2012.
[15] TR55. Design Guidance for Strengthening Concrete Structures using Fibre Composite Materials. Second Edition. Report of a Concrete Society Committee, London, Great Britain, 2012.