[1] Bétons Fibrés à Ultra-Hautes Performances, Recommandations Provisoires. (2002). SETRA-AFGC, Groupe de travail BFUP.
[2] Richard, P., & Cheyrezy, M. (1995). Composition of reactive powder concretes. Cement and concrete research, 25(7), 1501-1511.
[3] Gowripalan, N. and Gilbert, R.I. (2000). Design Guidelines for Ductal Prestressed Concrete Beams. University of New South Wales.
[4] JSCE Guidelines for Concrete No. 9, Recommendations for Design and Construction of Ultra High Strength Fiber Reinforced Concrete Structures (Draft). (2006). Japan Society of Civil Engineers (JSCE).
[5] AASHTO LRFD Bridge Design Specifications, Sixth Edition. (2012). American Association of State Highway and Transportation Officials.
[6] Russell, H. G., Graybeal, B. A., & Russell, H. G. (2013). Ultra-high performance concrete: A state-of-the-art report for the bridge community (No. FHWA-HRT-13-060).
[7] Talebinejad, I., Bassam, S. A., Iranmanesh, A., & Shekarchizadeh, M. (2004, September). Optimizing mix proportions of normal weight reactive powder concrete with strengths of 200–350 MPa. In Proceedings of the International Symposium on UHPC, Kassel, Germany (pp. 133-141).
[8] Taghaddos, H., Mahmoudzadeh, F., Pourmoghaddam, A., & Shekarchizadeh, M. (2004, September). Prediction of compressive strength behaviour in RPC with applying an adaptive network-based fuzzy interface system. In Proceedings of the International Symposium on Ultra High Performance Concrete, Kassel, Germany (pp. 273-284).
[9] ASTM C1437. (2013). Standard test method for flow of hydraulic cement mortar. American Society for Testing and Materials.
[10] ASTM C33. (2018). Standard Specification for Concrete Aggregates. American Society for Testing and Materials.
[11] Graybeal, B.A. (2005). Characterization of the behavior of ultra-high performance concrete. PhD thesis, University of Maryland.
[12] حاجی اسمعیلی، امیر. (1394). بررسیآزمایشگاهیوعددیرفتارتیرهایساختهشدهازبتنفوق توانمند. رشته مهندسی سازه. گروه مهندسی عمران . دانشکده فنی. دانشگاه تهران.
[13] ASTM C39. (2020). Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. American Society for Testing and Materials.
[14] ASTM, C78. (2018). Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading). American Society for Testing and Materials.
[15] ASTM C496. (2017). Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens. American Society for Testing and Materials.
[16] ASTM, C190. (1985). Standard Test Method for Tensile Strength of Hydraulic Cement Mortars. American Society for Testing and Materials.
[17] ASTM C469. (2014). Standard Test Method for Static Modulus of Elasticity and Poison’s Ratio of Concrete in Compression. American Society for Testing and Materials.
[18] ASTM C801. (1998). Standard Test Method for Determining the Mechanical Properties of Hardened Concrete Under Triaxial Loads (withdrawn 2004). American Society for Testing and Materials.
[20] Shao-min Song, Cui-xia Wei. (2006). Study on Durability of Reactive Powder Concrete. J. Concr, 2, 72–73.
[21] Li Li, Ying Wang, Wen-zhong Zheng. (2008). State of the art of durability of reactive powder concrete. Indust. Constr, S1, 773–776.
[22] Graybeal, B., & Tanesi, J. (2007). Durability of an ultrahigh-performance concrete. Journal of materials in civil engineering, 19(10), 848-854.
[23] Bonneau, O., Lachemi, M., Dallaire, E., Dugat, J., & Aïtcin, P. C. (1997). Mechanical properties and durability of two industrial reactive powder concretes. ACI Materials journal, 94(4), 286-290.
[24] Piérard, J., Dooms, B., & Cauberg, N. (2016). Durability evaluation of different types
of UHPC. Newsletter.
[25] So, H. S., Yi, J. B., Khulgadai, J., & So, S. Y. (2014). Properties of strength and pore
structure of reactive powder concrete exposed to high temperature. ACI Mater. J, 111(3),335-346.
[26] Peng, G. F., Kang, Y. R., Huang, Y. Z., Liu, X. P., & Chen, Q. (2012). Experimental
research on fire resistance of reactive powder concrete. Advances in Materials Science
and Engineering, 2012.
[27] Pimienta, P., & Chanvillard, G. (2004, April). Retention of the mechanical performances of Ductal® specimens kept in various aggressive environments. In Conference on fib Symposium" Concrete structures: the challenge of creativity", Avignon, France.
[28] خدابنده، پیمان. (1398). بررسی آزمایشگاهی استفاده از روکش بتن فوق توانمند برای حفاظت از خوردگی میلگرد سازههای بتنی توسط یون کلرید. پایاننامه کارشناسی ارشد. رشته مهندسی سازه. گروه مهندسی عمران . دانشکده فنی. دانشگاه تهران.
[29] BS 1881: Part 122. (2011). Testing concrete-Method for determination of water absorption. British Standard, 3(2014), 420–457.
[30] BS EN 12390-8. (2019). Testing hardened concrete-Depth of penetration of water under pressure. British-Adopted European Standard.
[31] ASTM C1202. (2012). Standard Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration. American Society for Testing and Materials.
[32] AFPC-AFREM. (1997). Détermination de la Masse Volumique Apparente et de la Porosité Accessible à l’Eau, Méthodes Recommandées pour la Mesure des Grandeurs Associées à la Durabilité. Compte-rendu des Journées Techniques, Toulouse, pp. 121-124.
[33] Lee, G. C., Huang, C., Song, J., & O'Connor, J. S. (2014). Seismic Performance Evaluation of Precast Girders with Field-Cast Ultra High Performance Concrete (UHPC) Connections. MCEER.
[34] Ju, Y. Z., Wang, D. H., & Bai, J. (2013). Seismic performance of reactive powder concrete columns. Journal of Harbin Institute of Technology, 45(8), 111-116.
[35] Tong, X. L., Fang, Z., & Luo, X. (2016). Experimental study on seismic behavior of reactive powder concrete shear walls. Journal of Building Structures, 37(01), 21-30.
[36] Yoo, D. Y., & Banthia, N. (2017). Mechanical and structural behaviors of ultra-high-performance fiber-reinforced concrete subjected to impact and blast. Construction and building materials, 149, 416-431.
[37] خان احدی، رضا. (1397). بررسی عملکرد پانلهای بتن های فوق توانمند در برابر ضربه. پایاننامه کارشناسی ارشد. رشته مهندسی سازه. گروه مهندسی عمران . دانشکده فنی. دانشگاه تهران.
[39] Habel, K., Denarié, E., & Brühwiler, E. (2007). Experimental Investigation of Composite Concrete and Conventional Concrete Members. ACI Structural Journal, (104), 93–101.
[40] Zhu, Y., Zhang, Y., Hussein, H. H., & Chen, G. (2020). Flexural strengthening of reinforced concrete beams or slabs using ultra-high performance concrete (UHPC): A state of the art review. Engineering Structures, 205, 110035.
[41] جعفرینژاد، سهیل. (1396). بررسی آزمایشگاهی مقاومت پیوستگی بین بتن معمولی و بتن فوق توانمند. پایاننامه کارشناسی ارشد. رشته مهندسی سازه. گروه مهندسی عمران . دانشکده فنی. دانشگاه تهران.
[42] ASTM C1583. (2004). Standard Test Method for Tensile Strength of Concrete Surfaces and the Bond Strength or Tensile Strength of Concrete Repair and Overlay Materials by Direct Tension (Pull-off Method). American Society for Testing and Materials.
[43] ASTM C882. (2013). Standard Test Method for Bond Strength of Epoxy-Resin Systems Used with Concrete by Slant Shear. American Society for Testing and Materials.
[44] ACI 546.3R-06. (2006). Guide for the selection of materials for the repair of concrete. American Concrete Institute (ACI).
[45] Habert, G., Denarié, E., Šajna, A., & Rossi, P. (2013). Lowering the global warming impact of bridge rehabilitations by using Ultra High Performance Fibre Reinforced Concretes. Cement and Concrete Composites, 38, 1–11.
[46] Hajiesmaeili, A., Pittau, F., Denarié, E., & Habert, G. (2019). Life Cycle Analysis of Strengthening Existing RC Structures with R-PE-UHPFRC. Sustainability, 11(24), 6923.
[47] Dong, Y. (2018). Performance assessment and design of ultra-high performance concrete (UHPC) structures incorporating life-cycle cost and environmental impacts. Construction and Building Materials, 167, 414–425.
[48] Almansour, H., & Lounis, Z. (2010). Innovative design approach of precast-prestressed girder bridges using ultra high performance concrete. Canadian Journal of Civil Engineering, 37(4), 511–521.
[49] Fan, W., Shen, D., Zhang, Z., Huang, X., & Shao, X. (2020). A novel UHPFRC-based protective structure for bridge columns against vehicle collisions: Experiment, simulation, and optimization. Engineering Structures, 207, 110247.
[50] Fan, W., Guo, W., Sun, Y., Chen, B., & Shao, X. (2018). Experimental and numerical investigations of a novel steel-UHPFRC composite fender for bridge protection in vessel collisions. Ocean engineering, 165, 1-21.
[51] Zou, X., & Wang, J. (2018). Experimental study on joints and flexural behavior of FRP truss-UHPC hybrid bridge. Composite Structures, 203, 414-424.
[52] Ren, L., Fang, Z., & Wang, K. (2019). Design and behavior of super-long span cable-stayed bridge with CFRP cables and UHPC members. Composites Part B: Engineering, 164, 72-81.
[53] Zhou, M., Lu, W., Song, J., & Lee, G. C. (2018, October 20). Application of Ultra-High Performance Concrete in bridge engineering. Construction and Building Materials. Elsevier Ltd.
[54] Graybeal, B., Brühwiler, E., Kim, B. S., Toutlemonde, F., Voo, Y. L., & Zaghi, A. (2020). International Perspective on UHPC in Bridge Engineering. Journal of Bridge Engineering, 25(11), 04020094.
[55] Yuan, Y., Wu, C., & Jiang, X. (2019). Experimental study on the fatigue behavior of the orthotropic steel deck rehabilitated by UHPC overlay. Journal of Constructional Steel Research, 157, 1-9.
[56] Shao, X., Qu, W., Cao, J., & Yao, Y. (2018). Static and fatigue properties of the steel-UHPC lightweight composite bridge deck with large U ribs. Journal of Constructional Steel Research, 148, 491-507.
[57] Zhang, X., Li, X., Liu, R., Hao, C., & Cao, Z. (2020). Dynamic properties of a steel–UHPC composite deck with large U-ribs: Experimental measurement and numerical analysis. Engineering Structures, 213, 110569.
[58] 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.