[1] Lin, W. and Yoda, T. (2017). Bridge engineering: classifications, design loading, and analysis methods. Butterworth-Heinemann.
[2] Zhang, Y. X., and Yu, K. (Eds.). (2022). Advances in Engineered Cementitious Composite: Materials, Structures, and Numerical Modeling. Woodhead Publishing, 294,418.
[3] 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), 3-9.
[4] Naaman, A.E. and Reinhardt, H.W., 2004. High performance fiber reinforced cement composites HPFRCC-4: International workshop Ann Arbor, Michigan, June 16-18, 2003. Cement and Concrete Composites, 6(26), pp.757-759.
[5] Banar, R. and Dashti, P. and Zolfagharnasab, A. and Ramezanianpour, A. M. and Ramezanianpour, A. A. (2022). A comprehensive comparison between using silica fume in the forms of water slurry or blended cement in mortar/concrete. Journal of Building Engineering, 46, 103802.
[6] Wu, L. S. and Yu, Z. H., Zhang, C. and Bangi, T. (2022). Effect of CaCO3 whiskers on tensile properties of ultra-high-performance engineered cementitious composites. Journal of Building Engineering, 57, 104896.
[7] Cao, M. and Liu, Z. and Xie, C. (2020). Effect of steel-PVA hybrid fibers on compressive behavior of CaCO3 whiskers reinforced cement mortar. Journal of Building Engineering, 31, 101314.
[8] Cao, M. and Xie, C. and Guan, J. (2019). Fracture behavior of cement mortar reinforced by hybrid composite fiber consisting of CaCO3 whiskers and PVA-steel hybrid fibers. Composites Part A, 120, 172-187.
[9] Khan, M. and Cao, M. and Hussain, A. and Chu, S. H. (2021). Effect of silica-fume content on performance of CaCO3 whisker and basalt fiber at matrix interface in cement-based composites. Construction and Building Materials, 300, 124046.
[10] Gyawali, T. R. (2023). Effect of sand types and mixing procedures on the flexural behaviour of the high ductile mortar in monotonic and cyclic loadings. Heliyon, 9(3).
[11] Zeng, J. J. and Feng, P. and Dai, J. G. and Zhuge, Y. (2022). Development and behavior of novel FRP-UHPC tubular members. Engineering Structures, 266, 114540.
[12] Zhang, D. and Yu, J. and Wu, H. and Jaworska, B. and Ellis, B. R. and Li, V. C. (2020). Discontinuous micro-fibers as intrinsic reinforcement for ductile Engineered Cementitious Composites. Composites Part B: Engineering, 184, 107741.
[13] Bošnjak, J. and Sharma, A. and Grauf, K. (2019). Mechanical properties of concrete with steel and polypropylene fibres at elevated temperatures. fibers, 7(2), 9.
[14] Saheban Zand, S. (2012). Effect of vibration time on some mechanical properties of high strength steel fiber reinforced concrete (Doctoral dissertation, Eastern Mediterranean University (EMU)).
[15] Cao, Y. Y. Y. and Yu, Q. L. and Brouwers, H. J. H. and Chen, W. (2019). Predicting the rate effects on hooked-end fiber pullout performance from Ultra-High Performance Concrete (UHPC). Cement and Concrete Research, 120, 164-175.
[16] Kim, D. J. and Park, S. H. and Ryu, G. S. and Koh, K. T. (2011). Comparative flexural behavior of hybrid ultra high performance fiber reinforced concrete with different macro fibers. Construction and Building Materials, 25(11), 4144-4155.
[17] Wang, Z. and Liang, X. and Zhai, T. (2023, May). Predicting the flexural behavior of steel-PVA hybrid fiber reinforced cementitious composite. In Structures (Vol. 51, pp. 1189-1204). Elsevier.
[18] Wang, Z. and Sun, P. and Hu, Y. and Han, S. (2023). Crack morphology tailoring and permeability prediction of polyvinyl alcohol-steel hybrid fiber engineered cementitious composites. Journal of Cleaner Production, 383, 135335.
[19] Sridhar, R. (2022). Durability study on engineered cementitious composites with hybrid fibers under sulfate and chloride environments. Cleaner Materials, 5, 100121.
[20] Mercuri, M. and Vailati, M. and Gregori, A. (2023). Lime-based mortar reinforced with randomly oriented polyvinyl-alcohol (PVA) fibers for strengthening historical masonry structures. Developments in the Built Environment, 14, 100152.
[21] Betterman, L. R. and Ouyang, C. and Shah, S. P. (1995). Fiber-matrix interaction in microfiber-reinforced mortar. Advanced Cement Based Materials, 2(2), 53-61.
[22] Tan, G., Zhu, Z. and Wang, W. and He, X. (2022). A fractal-based approach for cracking characterization and whole process prediction exploration of PP fiber reinforced ECC containing sustainable ingredients. Construction and Building Materials, 318, 126015.
[23] Lin, J. X. and Song, Y. and Xie, Z. H. and Guo, Y. C. and Yuan, B. and Zeng, J. J. and Wei, X. (2020). Static and dynamic mechanical behavior of engineered cementitious composites with PP and PVA fibers. Journal of Building Engineering, 29, 101097.
[24] Ali, O. K. and Al-Hadithi, A. I. and Noaman, A. T. (2022). Flexural performance of layered PET fiber reinforced concrete beams. In Structures (Vol. 35, pp. 55-67). Elsevier.
[25] Vairagade, V. S. and Dhale, S. A. (2023). Hybrid fibre reinforced concrete–A state of the art review. Hybrid Advances, 100035.
[26] Ding, Y. and Yu, J. T. and Yu, K. Q. and Xu, S. L. (2018). Basic mechanical properties of ultra-high ductility cementitious composites: From 40 MPa to 120 MPa. Composite structures, 185, 634-645.
[27] Ganesh, P. and Murthy, A. R. (2021). Static and fatigue responses of retrofitted RC beams with GGBS based UHPC strips. Engineering Structures, 240, 112332.
[28] De Lorenzis, L. and Teng, J. G. (2007). Near-surface mounted FRP reinforcement: An emerging technique for strengthening structures. Composites Part B: Engineering, 38(2), 119-143.
[29] Sabbaghian, M. and Kheyroddin, A. (2020). Flexural strengthening of RC one way slabs with high-performance fiber-reinforced cementitious composite laminates using steel and GFRP bar. Engineering Structures, 221, 111106.
[30] Lei, D. Y. and Guo, L. P. and Li, Y., Zheng, Z. and Liu, J. P. and Li, S. C. and Zhong, B. M. (2021). The investigating on mechanical properties of ultra-high strength and ultra-high ductility cementitious composites (UHS-UHDCC). Journal of Building Engineering, 43, 102486.
[31] Sabbaghian, M and Kheyroddin, A. (2019). Experimental Investigation of the Effect of Fiber on Mechanical and the Age Properties of High-Performance Fiber Reinforced Cement Composites. Concrete Research, 12(4), 53-68
[32] Fakharifar, M. and Dalvand, A. and Arezoumandi, M. and Sharbatdar, M. K. and Chen, G. and Kheyroddin, A. (2014). Mechanical properties of high performance fiber reinforced cementitious composites. Construction and building materials, 71, 510-520.
[33] Hesami, E. and Mostofinejad, D. and Eftekhar, M. R. (2019). Investigation of the Mechanical Properties of Ultra High Performance Concrete Unarmed and Armed with Steel fibers, Polypropylene and Polyvinyl alcohol. Concrete Research, 12(4), 18-5
[34] Kexin, Z. and Quansheng, S. (2016). Strengthening of a reinforced concrete bridge with polyurethane-cement composite (PUC). The Open Civil Engineering Journal, 10(1).
[35] Bitaraf, A. and Kheyroddin, A. and Sharbatdar, M. K. (2021). Flexural Strengthening of Continuous RC Beams Using HPFRCC Precast Laminates. Journal of Structural and Construction Engineering, 8(6), 221-240.
[36] Hemti, A and Ezzoddin, S. (2019). Behavior of reinforced concrete beam Strengthened by HPFRCC material. Concrete materials and structures, 4(1), 86-99
[37] Ehsani, R. and Sharbatdar, M. K. and Kheyroddin, A. (2022, January). ‘Estimation of the moment redistribution and plastic hinge characteristics in two span beams cast with high-performance fiber reinforced Cementinious composite (HPFRCC). In Structures (Vol. 35, pp. 1175-1190). Elsevier.
[38] Li, F., Wen, T., Li, J., Tang, H., Chen, Z., & Wu, H. (2022). Ultrasonic-detected damage and bending behavior of reinforced PP-ECC beams after coupled action of freeze-thaw cycles and constant flexural load. Case Studies in Construction Materials, 17, e01284.
[39] Chen, H. and Chen, Q. and Xu, Y. and Lawi, A. S. (2022). Effects of silica fume and Fly ash on properties of mortar reinforced with recycled-polypropylene. Construction and Building Materials, 316, 125887.
[40] Koksal, F. and Yıldırım, M. S. and Benli, A. and Gencel, O. (2021). Hybrid effect of micro-steel and basalt fibers on physico-mechanical properties and durability of mortars with silica fume. Case Studies in Construction Materials, 15, e00649.
[41] ASTM C305-13. (2013). Standard Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic Consistency. Annual Book of ASTM Standards, 188-190.
[42] Sujivorakul, C. and Muhummud, T. and Dokkhan, N. (2012). High Performance Light-Weight Cement Composite Plates Using Wastepaper Fibers and Wire Mesh. High Performance Fiber Reinforced Cement Composites 6: HPFRCC 6, 495-502. [43] Zhang, Q. and Yang, Q. C. and Li, W. J. and Gu, X. L. and Dai, H. H. (2023). Study on model of flexure response of carbon fiber textile reinforced concrete sheets with short AR-glass fibers. Case Studies in Construction Materials, 18, e01791.
[44] Li, W. and Zhao, J. and Huang, X. and Zheng, J. and Shi, T. and Shumuye, E. D. (2022). Mechanical properties of SAC-ECC reinforced with fiber-reinforced polymer mesh. Construction and Building Materials, 344, 128279.
[45] Toledo Filho, R. D. and de Andrade Silva, F. and Fairbairn, E. M. R. and de Almeida Melo Filho, J. (2009). Durability of compression molded sisal fiber reinforced mortar laminates. Construction and building materials, 23(6), 2409-2420.
[46] Tanarslan, H. M. (2017). Flexural strengthening of RC beams with prefabricated ultra high performance fibre reinforced concrete laminates. Engineering Structures, 151, 337-348.
[47] Wu, J. D. and Guo, L. P. and Cao, Y. Z. and Lyu, B. C. (2022). Mechanical and fiber/matrix interfacial behavior of ultra-high-strength and high-ductility cementitious composites incorporating waste glass powder. Cement and Concrete Composites, 126, 104371.
[48] Tanarslan, H. M. and Alver, N. İ. N. E. L. 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.
[49] ASTM, A. (2007). C293/C293M–10: Standard Test Method for Flexural Strength of Concrete. American Society for Testing and Materials: West Conshohocken, PA, USA.
[50] Wu, Z. and Shi, C. and He, W. and Wu, L. (2016). Effects of steel fiber content and shape on mechanical properties of ultra high performance concrete. Construction and building materials, 103, 8-14.
[51] Li, J. and Yan, J. and Xue, G. and Niu, J. (2021). Acoustic emission behavior of polyvinyl alcohol (PVA) fiber reinforced calcium sulphoaluminate cement mortar under flexural load. Journal of Building Engineering, 40, 102734.
[52] Nalon, G. H. and Martins, R. O. G. and Alvarenga, R. D. C. S. S. A. and Lima, G. E. S. D. and Pedroti, L. G. and Santos, W. J. D. (2018). Effect of specimens' shape and size on the determination of compressive strength and deformability of cement-lime mortars. Materials Research, 20, 819-825.
[53] Kusumawardaningsih, Y. and Fehling, E. and Ismail, M. (2015). UHPC compressive strength test specimens: Cylinder or cube?. Procedia Engineering, 125, 1076-1080.
[54] Standard, B. (2009). Testing hardened concrete. Compressive Strength of Test Specimens, BS EN, 12390-3.
[55] AASHTO T132. (2000). Standard Method of Test for Tensile Strength of Hydraulic Cement Mortars. America Association of State Highway and Transportation Officials, Washington, DC.
[56] Shafieifar, M. and Farzad, M. and Azizinamini, A. (2017). Experimental and numerical study on mechanical properties of Ultra High Performance Concrete (UHPC). Construction and Building Materials, 156, 402-411.
[57] Rahdar, H. A. and Ghalehnovi, M. (2016). Characteristics of UHPC and cracking behavior of tensile samples of reinforced concrete. Structural and construction engineering, 3(2), 42-58
[58] Valikhani, A. and Jaberi Jahromi, A. and Mantawy, I. M. and Azizinamini, A. (2020). Numerical modelling of concrete-to-UHPC bond strength. Materials, 13(6), 1379.
[59] Zhu, M. and Zhang, J. and Chen, B. and Wu, M. and Han, J. (2022). Numerical simulation of cost-effective green high-ductility engineered cementitious composites based on meso-scale particle flow model. Construction and Building Materials, 356, 128973.
[60] Lo Monte, F., & Ferrara, L. (2020). Tensile behaviour identification in Ultra-High Performance Fibre Reinforced Cementitious Composites: indirect tension tests and back analysis of flexural test results. Materials and Structures, 53, 1-12.
[61] Baktheer, A. and Chudoba, R. (2021). Experimental and theoretical evidence for the load sequence effect in the compressive fatigue behavior of concrete. Materials and Structures, 54(2), 82.
[62] Hajforoush, M. and Kheyroddin, A. and Rezaifar, O. (2020). Investigation of engineering properties of steel fiber reinforced concrete exposed to homogeneous magnetic field. Construction and Building Materials, 252, 119064.
[63] ASTM, A. (Reapproved 2008). C 666/C 666M – 03: Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing. American Society for Testing and Materials: West Conshohocken, PA, USA.