ACI 318 (2019).
Building code requirements for structural concrete and commentary. American Concrete Institute, p 351-354.
ACI 440.2R-02 (2002) Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.
American Concrete Institute, pp. 1-8.
Ahn, S.H (2002) A study on bond strength between fiber sheet and concrete for concrete surface preparation and heating condition.
Journal of the Korea Institute for Structural Maintenance and Inspection, Vol. 6, No. 4, pp. 201-207.
Alsayed, S.H, and Alhozaimy, A.M (1999) Ductility of concrete beams reinforced with FRP bars and steel fibers.
Journal of Composite Materials, Vol. 33, No. 19, pp. 1792-1806.
ASTM C1609 (2012).
Standard test method for flexural performance of fiber-reinforced concrete (using beam with third-point loading). ASTM International.
ASTM C39 (2010)
Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens, ASTM International.
Attari, N, Amziane, S, and Chemrouk, M (2012) Flexural strengthening of concrete beams using CFRP, GFRP and hybrid FRP sheets.
Construction and Building Materials, Vol. 37, pp. 746-757.
Baek, J.M, and Jang, S.J (2006) A basic study on the standardization of epoxy injection on concrete structure crack.
Journal of the Korea Institute for Structural Maintenance and Inspection, Vol. 10, No. 1, pp. 115-122.
Cho, B.S, and Kim, S.D (2008) Flexural behaviors of reinforced concrete beams strengthened with fiber- steel composite plates.
Journal of the Computational Structural Engineering Institute of Korea, Vol. 21, No. 5, pp. 483-491.
Cho, S.H, Min, K.H, Kim, Y.J, and Yoon, Y.S (2010) Impact resistance evaluation of RC beams strengthened with carbon FRP sheet and steel fiber.
Journal of the Korea Concrete Institute, Vol. 22, No. 5, pp. 719-725.
Hwang, E.S, and Lee, S.W (2007) A study on the effect of rehabilitation methods in aged concrete pavement using the LTPP data.
Journal of Korean Society of Civil Engineers, Vol. 27, No. 3D, pp. 325-332.
Kadhim, M.M.A (2012) Effect of CFRP sheet length on the behavior of HSC continuous beam.
Journal of Thermoplastic Composite Materials, Vol. 27, No. 1, pp. 33-44.
Kim, H.S (2012) Experimental studies of effect of beam sizes and CFRP layers on structural behaviors of reinforced concrete beams strengthened with CFRPs (Carbon Fiber Reinforced Polymers).
Journal of the Architectural Institute of Korea Structure &Construction, Vol. 28, No. 11, pp. 99-106.
Kim, M.H, Min, K.H, Yoo, D.Y, and Yoon, Y.S (2011) Strengthening effect of CFRP sheets and steel fibers for enhancing the impact resistance of RC beams.
J. Korean Soc. Hazard Mitig, Vol. 11, No. 5, pp. 41-47.
Kim, S.W, Cho, H.M, Lee, H.Y, and Park, C.W (2015) Flexural performance characteristics of high performance slurry infiltrated fiber reinforced cementitious composite according to fiber volume fraction.
Journal of the Korea Institute for Structural Maintenance and Inspection, Vol. 19, No. 4, pp. 109-115.
Kim, Y.W, Min, K.H, Yang, J.M, and Yoon, Y.S (2009) Flexural and impact resisting performance of HPFRCCs using hybrid PVA fibers.
Journal of the Korea Concrete Institute, Vol. 21, No. 6, pp. 705-712.
Ko, H.B (2006) Bond characteristics between fiber reinforced polymer (FRP) sheet and concrete.
Journal of the Architectural Institute of Korea Structure &Construction, Vol. 22, No. 8, pp. 69-76.
Naaman, A.E, and Reinhardt, H.W (2003) High Performance Fiber Reinforced Cement Composites - HPFRCC4:International RILEM workshop.
Materials and Structures, Vol. 36, pp. 710-712.
Park, J.Y, Cho, H.D, and Han, S.H (2002) Improvement of flexural capacity according to strengthening method of RC beam with CFRP plate.
Journal of Korean Society of Civil Engineers, Vol. 22, No. 4, pp. 895-903.
Seo, S.T (2009) Analytical study of behavior on structure reinforced fiber sheet.
Journal of the Korean Society of Industry Convergence, Vol. 12, No. 2, pp. 107-112.
Seo, S.Y, Yun, H.D, and Choi, K.B (2007) Structural capacity of RC beam retrofitted by CFS with bond loss.
Journal of the Korea Concrete Institute, Vol. 19, No. 6, pp. 795-802.
Teng, J.G, Chen, J.F, Smith, S.T, and Lam, L (2002).
FRP:Strengthened RC structures. John Wiley &Sons, Ltd.
Yoo, D.Y, and Yoon, Y.S (2015) Structural performance of ultra-high-performance concrete beams with different steel fibers.
Engineering Structures, Vol. 102, pp. 409-423.
Yuan, T.F (2019).
Development of no-slump high-strength, high-ductility concrete for repairs and strengthening. Ph.D. dissertation, Korea University.
Yuan, T.F, Lee, J.Y, and Yoon, Y.S (2020) Enhancing the tensile capacity of no-slump high-strength high- ductility concrete.
Cement and Concrete Composites, Vol. 106, pp. 103458 doi:10.1016/j.cemconcomp.2019. 103458.
Yuan, T.F, Lee, J.Y, Min, K.H, and Yoon, Y.S (2019) Experimental investigation on mechanical properties of hybrid steel and polyethylene fiber-reinforced no- slump high-strength concrete.
International Journal of Polymer Science, 2019) Article ID 4737384. doi:10.1155/2019/4737384.