References
- Ahlborn, T. M., Harris, D. K., Misson, D. L., & Peuse, E. J. (2011). Characterization of strength and durability of ultra-high-performance concrete under variable curing conditions. Transportation Research Record: Journal of the Transportation Research Board, 2251(1), 68–75. doi:https://doi.org/10.3141/2251-07
- Al-Osta, M. A., Isa, M. N., Baluch, M. H., & Rahman, M. K. (2017). Flexural behavior of reinforced concrete beams strengthened with ultra-high performance fiber reinforced concrete. Construction and Building Materials, 134, 279–296. doi:https://doi.org/10.1016/j.conbuildmat.2016.12.094
- Aykaç, S., Kalkan, I., & Tankut, T. (2016). Flexural Strengthening and Repair of RC Slabs by Adding a New RC Layer. Structural Concrete, 17(5), 896–909. doi:https://doi.org/10.1002/suco.201500182
- Brühwiler, E., & Denarié, E. (2013). Rehabilitation and strengthening of concrete structures using ultra-high performance fibre reinforced concrete. Structural Engineering International, 23(4), 450–457. doi:https://doi.org/10.2749/101686613X13627347100437
- Burkart, I., & Müller, H.S. (2008). Creep and shrinkage characteristics of ultra high strength concrete (UHPC). Proceedings of the Second International Symposium on Ultra High Performance Concrete. Germany: Kassel University Press.
- Chalioris, C. E., Kosmidou, P. M. K., & Karayannis, C. G. (2019b). Cyclic response of steel fiber reinforced concrete slender beams: An experimental study. Materials, 12(9), 1398. doi:https://doi.org/10.3390/ma12091398
- Chalioris, C. E., Kytinou, V. K., Voutetaki, M. E., & Papadopoulos, N. A. (2019a). Repair of heavily damaged RC beams failing in shear using U-shaped mortar jackets. Buildings, 9(6), 146–117. doi:https://doi.org/10.3390/buildings9060146
- Chalioris, C. E., & Panagiotopoulos, T. A. (2018). Flexural analysis of steel fiber-reinforced concrete members. Computers and Concrete, 22(1), 11–25.
- Chalioris, C. E., & Pourzitidis, C. N. (2012). Rehabilitation of shear-damaged reinforced concrete beams using self-compacting concrete jacketing. ISRN Civil Engineering, 2012, 1–12. doi:https://doi.org/10.5402/2012/816107
- Chalioris, C. E., & Sfiri, E. F. (2011). Shear performance of steel fibrous concrete beams. Procedia Engineering, 14, 2064–2068. doi:https://doi.org/10.1016/j.proeng.2011.07.259
- Charron, J. P., Denarié, E., & Brühwiler, E. (2008). Transport properties of water and glycol in an ultra high performance fiber reinforced concrete (UHPFRC) under high tensile deformation. Cement and Concrete Research, 38(5), 689–698. doi:https://doi.org/10.1016/j.cemconres.2007.12.006
- De Corte, W., Helincks, P., Boel, V., Klusák, J., Seitl, S., & De Schutter, G. (2017). Generalised fracture mechanics approach to the interfacial failure analysis of a bonded steel-concrete joint. Frattura ed Integrità Strutturale, 11(42), 147–160. doi:https://doi.org/10.3221/IGF-ESIS.42.16
- de Larrard, F., & Sedran, T. (1994). Optimization of ultra-high-performance concrete by the use of a packing model. Cement and Concrete Research, 24(6), 997–1009. doi:https://doi.org/10.1016/0008-8846(94)90022-1
- fib Bulletin No 43, Structural connections for precast concrete buildings, International Federation for Structural Concrete, Lausanne, (2008).
- General Administration of Quality Supervision, Inspection and Quarantine, Beijing, China. (2015). Reactive Powder Concrete (GB/T 31387-2015). (In Chinese).
- General Administration of Quality Supervision, Inspection and Quarantine, Beijing, China. (2010). Metallic materials-Tensile testing-Part 1: Method of test at room temperature (GB/T 228.1-2010). (In Chinese).
- Graybeal, B. (2006). Material Property Characterization of Ultra-High Performance Concrete. Report No: FHWA-HRT-06-103. 188 p.
- Graybeal, B., & Tanesi, J. (2007). Durability of an ultrahigh-performance concrete. Journal of Materials in Civil Engineering, 19(10), 848–854. doi:https://doi.org/10.1061/(ASCE)0899-1561(2007)19:10(848)
- Greek Retrofitting Code (GRECO). (2013). Greek Organization for Seismic Planning and Protection. Athens: Greek Ministry for Environmental Planning and Public Works, (In Greek).
- Habel, K., Denarié, E., & Brühwiler, E. (2007). Experimental investigation of composite ultra-high-performance fiber-reinforced concrete and conventional concrete members. ACI Structural Journal, 104(1), 93–101.
- Hiremath, P., & Yaragal, S. C. (2017). Investigation on mechanical properties of reactive powder concrete under different curing regimes. Materials Today: Proceedings, 4(9), 9758–9762. doi:https://doi.org/10.1016/j.matpr.2017.06.262
- Hor, Y., Teo, W., & Kazutaka, S. (2017). Experimental investigation on the behaviour of reinforced concrete slabs strengthened with ultra-high performance concrete. Construction and Building Materials, 155, 463–474.
- Lampropoulos, A. P., Paschalis, S. A., Tsioulou, O. T., & Dritsos, S. E. (2016). Strengthening of reinforced concrete beams using ultra high performance fibre reinforced concrete (UHPFRC). Engineering Structures, 106, 370–384. doi:https://doi.org/10.1016/j.engstruct.2015.10.042
- Lapi, M., Fernandes, H., Orlando, M., Ramos, A., & Lucio, V. (2018). Performance assessment of flat slabs strengthened with a bonded reinforced-concrete overlay. Magazine of Concrete Research, 70(9), 433–451. doi:https://doi.org/10.1680/jmacr.17.00037
- Lee, M. G., Wang, Y. C., & Chiu, C. T. (2007). A preliminary study of reactive powder concrete as a new repair material. Construction and Building Materials, 21(1), 182–189. doi:https://doi.org/10.1016/j.conbuildmat.2005.06.024
- Li, W., Huang, Z., Hu, G., Hui Duan, W., & Shah, S. P. (2017). Early-age shrinkage development of ultra-high-performance concrete under heat curing treatment. Construction and Building Materials, 131, 767–774. doi:https://doi.org/10.1016/j.conbuildmat.2016.11.024
- Martinola, G., Meda, A., Plizzari, G. A., & Rinaldi, Z. (2010). Strengthening and repair of RC beams with fiber reinforced concrete. Cement and Concrete Composites, 32(9), 731–739. doi:https://doi.org/10.1016/j.cemconcomp.2010.07.001
- Meda, A., Mostosi, S., Rinaldi, Z., & Riva, P. (2016). Corroded RC columns repair and strengthening with high performance fiber reinforced concrete jacket. Materials and Structures, 49(5), 1967–1978. /Materiaux et Constructions, doi:https://doi.org/10.1617/s11527-015-0627-1
- Ministry of Housing and Urban-Rural Development, Beijing, China. (2002). Standard for test method of mechanical properties on ordinary concrete (GB/T50081) (In Chinese).
- Ministry of Transport of the People’s Republic of China. (2004). Code for design of highway reinforced concrete and prestressed concrete bridges and culverts (JTG D62-2004) (In Chinese).
- Park, S. H., Kim, D. J., Ryu, G. S., & Koh, K. T. (2012). Tensile behavior of ultra high performance hybrid fiber reinforced concrete. Cement and Concrete Composites, 34(2), 172–184. doi:https://doi.org/10.1016/j.cemconcomp.2011.09.009
- Paschalis, S. A., Lampropoulos, A. P., & Tsioulou, O. (2018). Experimental and numerical study of the performance of ultra high performance fiber reinforced concrete for the flexural strengthening of full scale reinforced concrete members. Construction and Building Materials, 186, 351–366. doi:https://doi.org/10.1016/j.conbuildmat.2018.07.123
- Prem, P. R., & Murthy, A. R. (2016). Acoustic emission and flexural behaviour of RC beams strengthened with UHPC overlay. Construction and Building Materials, 123, 481–492. doi:https://doi.org/10.1016/j.conbuildmat.2016.07.033
- Prem, P. R., Murthy, A. R., Ramesh, G., Bharatkumar, B. H., & Iyer, N. R. (2015). “Flexural behaviour of damaged RC beams strengthened with ultra high performance concrete.” Advances in Structural Engineering.
- Rafiee, A. (2012). Computer modeling and investigation on the steel corrosion in cracked ultra high performance concrete. Structural materials and engineering series (No. 21). Kassel, Germany: Kassel University Press GmbH.
- Ramachandra Murthy, A., Karihaloo, B. L., & Priya, D. S. (2018a). Flexural behavior of RC beams retrofitted with ultra-high strength concrete. Construction and Building Materials, 175, 815–824. doi:https://doi.org/10.1016/j.conbuildmat.2018.04.174
- Ramachandra Murthy, A., Karihaloo, B. L., Vindhya Rani, P., & Shanmuga Priya, D. (2018b). Fatigue behaviour of damaged RC beams strengthened with ultra high performance fibre reinforced concrete. International Journal of Fatigue, 116, 659–668. doi:https://doi.org/10.1016/j.ijfatigue.2018.06.046
- Safdar, M., Matsumoto, T., & Kakuma, K. (2016). Flexural behavior of reinforced concrete beams repaired with ultra-high performance fiber reinforced concrete (UHPFRC). Composite Structures, 157, 448–460. doi:https://doi.org/10.1016/j.compstruct.2016.09.010
- Singh, S. P., & Kaushik, S. K. (2001). Flexural fatigue analysis of steel fiber-reinforced concrete. ACI Materials Journal, 98(4), 306–312.
- Tanarslan, H. M. (2017). Flexural strengthening of RC beams with prefabricated ultra high performance fibre reinforced concrete laminates. Engineering Structures, 151, 337– 348. doi:https://doi.org/10.1016/j.engstruct.2017.08.048
- Tanarslan, H.M., Alver, N., Jahangiri, R., Yalçınkaya, Ç., & Yazıcı, H. (2017). Flexural strengthening of RC beams using UHPFRC laminates: Bonding techniques and rebar addition. Construction and Building Materials, 155, 45–55. doi:https://doi.org/10.1016/j.conbuildmat.2017.08.056
- Tayeh, B. A., Abu Bakar, B. H., Megat Johari, M. A., & Voo, Y. L. (2013). Evaluation of bond strength between normal concrete substrate and ultra high performance fiber concrete as a repair material. Procedia Engineering, 54, 554–563. doi:https://doi.org/10.1016/j.proeng.2013.03.050
- Torres, J. A., & Lantsoght, E. O. L. (2019). Influence of fiber content on shear capacity of steel fiber-reinforced concrete beams. Fibers, 7(12), 102. doi:https://doi.org/10.3390/fib7120102
- Triantafillou, T. C., & Plevris, N. (1992). Strengthening of RC beams with epoxy-bonded fibre-composite materials. Materials and Structures, 25 (4), 201–211. doi:https://doi.org/10.1007/BF02473064
- Tsioulou, O. T., Lampropoulos, A. P., & Dritsos, S. E. (2013). Experimental investigation of interface behaviour of RC beams strengthened with concrete layers. Construction and Building Materials, 40, 50–59. doi:https://doi.org/10.1016/j.conbuildmat.2012.09.093
- Wibowo, H., & Sritharan, S. (2018). Use of ultra-high-performance concrete for bridge deck overlays (No. IHRB Project TR-683).
- Wille, K., Kim, D. J., & Naaman, A. E. (2011a). Strain-hardening UHP-FRC with low fiber contents. Materials and Structures, 44(3), 583–598. doi:https://doi.org/10.1617/s11527-010-9650-4
- Wille, K., Naaman, A. E., & Parra-Montesinos, G. (2011b). UHPC with compressive strength exceeding 150 MPa (22 ksi): A simpler way. ACI Materials Journal, 108(108), 46–54.
- Yazici, H. (2007). The effect of curing conditions on compressive strength of ultra high strength concrete with high volume mineral admixtures. Building and Environment, 42(5), 2083–2089.
- Yazici, H., Yardimci, M. Y., Aydin, S., & Karabulut, A. Ş. (2009). Mechanical properties of reactive powder concrete containing mineral admixtures under different curing regimes. Construction and Building Materials, 23(3), 1223–1231. doi:https://doi.org/10.1016/j.conbuildmat.2008.08.003
- Yoo, D. Y., Kim, S., & Kim, M. J. (2018). Comparative shrinkage behavior of ultra-high-performance fiber-reinforced concrete under ambient and heat curing conditions. Construction and Building Materials, 162, 406–419. doi:https://doi.org/10.1016/j.conbuildmat.2017.12.029
- Zhang, Y., Li, X., Zhu, Y., & Shao, X. (2020). Experimental study on flexural behavior of damaged reinforced concrete (RC) beam strengthened by toughness-improved ultra-high performance concrete (UHPC) layer. Composites Part B Engineering., 186, 107834. doi:https://doi.org/10.1016/j.compositesb.2020.107834
- Zhang, Y., Zhu, Y., Yeseta, M., Meng, D., Shao, X., Dang, Q., & Chen, G. (2019). Flexural behaviors and capacity prediction on damaged reinforcement concrete (RC) bridge deck strengthened by ultra-high performance concrete (UHPC) layer. Construction and Building Materials, 215, 347–359. doi:https://doi.org/10.1016/j.conbuildmat.2019.04.229
- Zhu, Y., Zhang, Y., Hussein, H. H., & Chen, G. (2020). Numerical modeling for damaged reinforced concrete slab strengthened by ultra-high performance concrete (UHPC) layer. Engineering Structures, 209, 110031. doi:https://doi.org/10.1016/j.engstruct.2019.110031