[1] Qin, Z. and Tian, Y. and Li, G. and Liu, L. (2019). Study on bending behaviors of severely pre-cracked RC beams strengthened by BFRP sheets and steel plates. Construction and Building Materials, 219, 131-143.
[2] Li, L. Z. and Wu, Z. L. and Yu, J. T. and Wang, X. and Zhang, J. X. and Lu, Z. D. (2018). Numerical simulation of the shear capacity of bolted side-plated RC beams. Engineering Structures, 171, 373-384.
[3] Kheyroddin, A. and Sharbatdar, M. K. and Ashary, A. (2017). Experimental Evaluation of RC Damaged Frames Rehabilitated at Critical Zones with CFRP Composite layers. Journal of Structural and Construction Engineering, -.
[4] Mazloom, M. and Mehrvnd, M. and Savari Pour, A. (2018). Strengthening of Concrete Beams Using Glass Fiber Reinforced Polymers. Journal of Structural and Construction Engineering, -.
[5] Zhang, X. and Luo, Y. and Wang, L. and Zhang, J. and Wu, W. and Yang, C. (2018). Flexural strengthening of damaged RC T-beams using self-compacting concrete jacketing under different sustaining load. Construction and Building Materials, 172, 185-195.
[6] Alhadid, M. M. A. and Youssef, M. A. (2018). Assessment of the flexural behavior of reinforced concrete beams strengthened with concrete jackets. Engineering Structures, 167, 108-120.
[7] Alaee, F. J. and Karihaloo, B. L. (2003). Retrofitting of reinforced concrete beams with CARDIFRC. Journal of Composites for Construction, 7(3), 174-186.
[8] Tanarslan, H. M. (2017). Flexural strengthening of RC beams with prefabricated ultra high performance fibre reinforced concrete laminates. Engineering Structures, 151, 337-348.
[9] Naaman, A. and Reinhardt, H. (2006). Proposed classification of HPFRC composites based on their tensile response. Materials and structures, 39(5), 547-555.
[10] Eldin, H. K. S. and Mohamed, H. A. and Khater, M. and Ahmed, S. (2014). Mechanical Properties of Ultra-High Performance Fiber Reinforced Concrete. International Journal of Engineering and Innovative Technology 4(4), 4-10.
[11] Yoo, D.-Y. and Banthia, N. (2016). Mechanical properties of ultra-high-performance fiber-reinforced concrete: A review. Cement and Concrete Composites, 73, 267-280.
[12] Wille, K. and Naaman, A. (2010). Fracture energy of UHPFRC under direct tensile loading. In: FraMCoS-7 International Conference. Seoul: Korea Concrete institute, 65-72.
[13] Wille, K. and Naaman, A. E. and Parra-Montesinos, G. J. (2011). Ultra-High Performance Concrete with Compressive Strength Exceeding 150 MPa (22 ksi): A Simpler Way. ACI Materials Journal, 108(1), 46-54.
[14] Pyo, S. and El-Tawil, S. and Naaman, A. E. (2016). Direct tensile behavior of ultra high performance fiber reinforced concrete (UHP-FRC) at high strain rates. Cement and Concrete Research, 88, 144-156.
[15] Jiang, G. and Rong, Z. and Sun, W. (2015). Effects of metakaolin on mechanical properties, pore structure and hydration heat of mortars at 0.17 w/b ratio. Construction and Building Materials, 93, 564-572.
[16] Alvarez, G. L. and Nazari, A. and Bagheri, A. and Sanjayan, J. G. and De Lange, C. (2017). Microstructure, electrical and mechanical properties of steel fibres reinforced cement mortars with partial metakaolin and limestone addition. Construction and Building Materials, 135, 8-20.
[17] Martinola, G. and Meda, A. and Plizzari, G. A. and Rinaldi, Z. (2010). Strengthening and repair of RC beams with fiber reinforced concrete. Cement and Concrete Composites, 32(9), 731-739.
[18] Ruano, G. and Isla, F. and Pedraza, R. I. and Sfer, D. and Luccioni, B. (2014). Shear retrofitting of reinforced concrete beams with steel fiber reinforced concrete. Construction and Building Materials, 54, 646-658.
[19] Holschemacher, K. and Iqbal, S. and Ali, A. and Bier, T. A. (2017). Strengthening of RC Beams Using Lightweight Self-compacting Cementitious Composite. Procedia Engineering, 172, 369-376.
[20] Aldahdooh, M. A. A. and Muhamad Bunnori, N. and Megat Johari, M. A. and Jamrah, A. and Alnuaimi, A. (2016). Retrofitting of damaged reinforced concrete beams with a new green cementitious composites material. Composite Structures, 142, 27-34.
[21] Shafiq, N. and Ayub, T. and Khan, S. U. (2016). Investigating the performance of PVA and basalt fibre reinforced beams subjected to flexural action. Composite Structures, 153, 30-41.
[22] Safdar, M. and Matsumoto, T. and Kakuma, K. (2016). Flexural behavior of reinforced concrete beams repaired with ultra-high performance fiber reinforced concrete (UHPFRC). Composite Structures, 157, 448-460.
[23] Tanarslan, H. M. and Alver, N. and Jahangiri, R. and Yalçınkaya, Ç. and Yazıcı, H. (2017). Flexural strengthening of RC beams using UHPFRC laminates: Bonding techniques and rebar addition. Construction and Building Materials, 155, 45-55.
[24] Khalil, A. E.-H. and Etman, E. and Atta, A. and Essam, M. (2017). Behavior of RC beams strengthened with strain hardening cementitious composites (SHCC) subjected to monotonic and repeated loads. Engineering Structures, 140, 151-163.
[25] Farhat, F. and Nicolaides, D. and Kanellopoulos, A. and Karihaloo, B. L. (2007). High performance fibre-reinforced cementitious composite (CARDIFRC)–Performance and application to retrofitting. Engineering fracture mechanics, 74(1), 151-167.
[26] Maringoni, S. and Meda, A. and Mostosi, S. and Riva, P. (2012). Strengthening of RC members by means of high performance concrete. Special Publication, 289, 1-13.
[27] Naaman, A. and Paramasivam, P. and Balazs, J. and Eibl, J. and Erdelyi, L. and Hassoun, N. and Krstulovic-Opara, N. and Li, V. C. and Lohrman, G. (1996). Reinforced and prestressed concrete using HPFRCC matrices.
[28] Akbarzadeh, H. and Maghsoudi, A. A. (2010). Experimental and analytical investigation of reinforced high strength concrete continuous beams strengthened with fiber reinforced polymer. Materials & Design, 31(3), 1130-1147.
[29] Bengar, H. A. and Maghsoudi, A. (2010). Experimental investigations and verification of debonding strain of RHSC continuous beams strengthened in flexure with externally bonded FRPs. Materials and structures, 43(6), 815-837.
[30] Rahman, M. M. and Rahman, M. W. (2013). Simplified method of strengthening RC continuous T beam in the hogging zone using carbon fiber reinforced polymer laminate A numerical investigation. Journal of Civil Engineering and Construction Technology, 4(6), 174-183.
[31] Samaaneh, M. A. and Sharif, A. M. and Baluch, M. H. and Azad, A. K. (2016). Numerical investigation of continuous composite girders strengthened with CFRP. Steel Composite Struct, 21, 1307-1325.
[32] Hamed, A. A. A. and El-Kashif, K. F. O. and Salem, H. M. (2019). Flexural strengthening of preloaded reinforced concrete continuous beams: An experimental investigation. Alexandria Engineering Journal, 58(1), 207-216.
[33] Mostofinejad, D. and Farahbod, F. (2005). Parametric Study on Moment Redistribution in Continuous Beams in Concrete Bridges and a Comparison Between Iranian Concrete Code and ACI 318-02. Journal of Transportation Research, 2(2), 109-118.
[34] Farahbod, F. (2010). Finite Element Analysis For Estimating The Moment Capacity And Moment Redistribution of Continuous RC Frames Strengthened with CFRP Sheets. Concrete Research, 3(1), 33-41.
[35] ehsani, r. and Sharbatdar, M. K. and Kheyroddin, A. Experimental Investigation on Flexural Behaviour and Ductility of Two-Span RC Beams Cast with High Performance Composites HPFRCC. Journal, [online] available at:
www.jsce.ir/article_79878.html [date accessed].
[36] Atiş, C. and Özcan, F. and Kılıc, A. and Karahan, O. and Bilim, C. and Severcan, M. (2005). Influence of dry and wet curing conditions on compressive strength of silica fume concrete. Building and environment, 40(12), 1678-1683.
[37] Banthia, N. and Yan, C. (1996). Bond-slip characteristics of steel fibers in high reactivity metakaolin (HRM) modified cement-based matrices. Cement and Concrete Research, 26(5), 657-662.
[38] Wang, J.-Y. and Banthia, N. and Zhang, M.-H. (2012). Effect of shrinkage reducing admixture on flexural behaviors of fiber reinforced cementitious composites. Cement and Concrete Composites, 34(4), 443-450.
[39] Soulioti, D. V. and Barkoula, N. M. and Koutsianopoulos, F. and Charalambakis, N. and Matikas, T. E. (2013). The effect of fibre chemical treatment on the steel fibre/cementitious matrix interface. Construction and Building Materials, 40, 77-83.
[40] Müller, U. and Meng, B. and Kühne, H.-C. and Nemecek, J. and Fontana, P. and Fehling, E., editors. Micro texture and mechanical properties of heat treated and autoclaved Ultra High Performance Concrete (UHPC). 2nd International Symposium on Ultra High Performance Concrete; 2008.
[41] Zingg, A. and Winnefeld, F. and Holzer, L. and Pakusch, J. and Becker, S. and Figi, R. and Gauckler, L. (2009). Interaction of polycarboxylate-based superplasticizers with cements containing different C3A amounts. Cement and Concrete Composites, 31(3), 153-162.
[42] Brandt, A. M. (2008). Fibre reinforced cement-based (FRC) composites after over 40 years of development in building and civil engineering. Composite structures, 86(1), 3-9.
[43] Wille, K. and El-Tawil, S. and Naaman, A. (2014). Properties of strain hardening ultra high performance fiber reinforced concrete (UHP-FRC) under direct tensile loading. Cement and Concrete Composites, 48, 53-66.
[44] BSI. (2014). BS 8500-2: Concrete–complementary British standard to BS EN 206-1. 2nd ed. London: British standards institution.
[45] Paulay, T. and Priestley, M. N. (1992). Seismic design of reinforced concrete and masonry buildings.
[46] Maghsoudi, A. and Bengar, H. A. (2009). Moment redistribution and ductility of RHSC continuous beams strengthened with CFRP. Turkish Journal of Engineering and Environmental Sciences, 33(1), 45-59.
[47] Maghsoudi, A. and Bengar, H. A. (2011). Acceptable lower bound of the ductility index and serviceability state of RC continuous beams strengthened with CFRP sheets. Scientia Iranica, 18(1), 36-44.
[48] Xu, Q. and Chen, L. and Han, C. and Harries, K. A. and Xu, Z. (2019). Experimental research on fire-damaged RC continuous T-beams subsequently strengthened with CFRP sheets. Engineering Structures, 183, 135-149.
[49] Kheyroddin, A. and Naderpour, H. (2007). Plastic hinge rotation capacity of reinforced concrete beams. International Journal of Civil Engineering (IJCE), 5(1), 30-47.
[50] Sharifi, Y. and Maghsoudi, A. (2013). Ductility Performance of Heavily Steel Reinforced Concrete Flexural Members with High Strength Concrete. Amirkabir Journal of Civil Engineering, 44(2), 37-46.
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