Review of High-Strength Concrete Structures with Hybrid Fibers
DOI:
https://doi.org/10.59675/E311Keywords:
High strength concrete, fibers, hybrid fibers, ultra high performanceAbstract
This work provides a thorough evaluation of high strength concrete (HSC) constructions augmented with hybrid fibers, emphasizing their mechanical properties and structural performance. High-strength concrete, characterized by a compressive strength of 55 MPa or greater, is extensively employed in contemporary construction, especially in skyscrapers, owing to its capacity to reduce column dimensions. Nonetheless, conventional HSC demonstrates deficiencies, such as inadequate tensile strength and ductility, which may jeopardize structural integrity. The integration of fibers into concrete mixtures has been increasingly prevalent during the past decade to tackle these issues. Recent research has investigated the utilization of diverse fiber types in hybrid combinations to enhance various performance attributes of HSC. This review consolidates research findings from 2021 onwards, emphasizing the role of hybrid fibers in improving the mechanical properties of high-strength concrete. The paper examines the ramifications of these advancements for future research and practical applications, highlighting the necessity for additional exploration of fiber interactions, performance assessments under varied conditions, and the establishment of standardized protocols for the utilization of hybrid fibers in construction. This review seeks to further the development of concrete technology and its utilization in high-performance constructions.
References
ACI Committee 544. Guide for specifying, proportioning, and producing fiber-reinforced concrete. American Concrete Institute; 2018.
Li VC. Engineered cementitious composites (ECC): material, structural, and durability characteristics. Springer; 2008. DOI: https://doi.org/10.1201/9781420007657.ch24
Bentur A, Mindess S. Fiber-reinforced cementitious composites. CRC Press; 2007. DOI: https://doi.org/10.1201/9781482267747
Li KF, Yang CQ, Huang W, Zhao YB, Wang Y, Pan Y, et al. Effects of hybrid fibers on workability, mechanical, and time-dependent properties of high strength fiber-reinforced self-consolidating concrete. Constr Build Mater. 2021;277:122325. DOI: https://doi.org/10.1016/j.conbuildmat.2021.122325
Wei J, Li J, Wu C, Liu ZX, Li J. Hybrid fiber reinforced ultra-high performance concrete beams under static and impact loads. Eng Struct. 2021;245:112921. DOI: https://doi.org/10.1016/j.engstruct.2021.112921
Shaaban IG, Said M, Khan SU, Eissa M, Elrashidy K. Experimental and theoretical behavior of reinforced concrete beams containing hybrid fibers. In: Structures. Elsevier; 2021 Aug. p. 2143-60. DOI: https://doi.org/10.1016/j.istruc.2021.04.021
Neto JS, de Queiroz HF, Aguiar RA, Banea MD. A review on the thermal characterisation of natural and hybrid fiber composites. Polymers. 2021;13(24):4425. DOI: https://doi.org/10.3390/polym13244425
Li J, Deng Z. Tensile behavior of ultra-high performance concrete reinforced with different hybrid fibers. Struct Concr. 2023;24(1):1415-35. DOI: https://doi.org/10.1002/suco.202200353
Huang H, Yuan Y, Zhang W, Zhu L. Property assessment of high-performance concrete containing three types of fibers. Int J Concr Struct Mater. 2021;15:1-17. DOI: https://doi.org/10.1186/s40069-021-00476-7
Niu H, Li B, Gao J, Xie S. Effect of hybrid fibers on the flexural performance of high‐strength recycled aggregate concrete beams. Struct Concr. 2024;25(1):403-22. DOI: https://doi.org/10.1002/suco.202200990
Yassin AM, Mohie Eldin M, Hafez MA, Elnaggar MA. The flexural behavior and mechanical properties of super high-performance concrete (SHPC) reinforced using the hybridization of micro polypropylene and macro steel fibers. Buildings. 2024;14(7):1887. DOI: https://doi.org/10.3390/buildings14071887
Qadir G, Devi ER. Research on high strength concrete reinforced with hybrid fibre. 2024 Apr;4(4):2358-67.
Bindu KH, Chary MR, Haranatti JS, Rao LV, Dev PV, Kotov EV. Behavior of high strength reinforced cement concrete with polypropylene and steel fibers. In: MATEC Web Conf. EDP Sciences; 2024. Vol. 392, p. 01011. DOI: https://doi.org/10.1051/matecconf/202439201011
Murthi P, Poongodi K, Gobinath R, Saravanan R. Evaluation of material performance of coir fibre reinforced quaternary blended concrete. InIOP Conference Series: Materials Science and Engineering 2020 Jun 1 (Vol. 872, No. 1, p. 012133). IOP Publishing. DOI: https://doi.org/10.1088/1757-899X/872/1/012133
Sasikumar P, Candassamy K. Strengthening of flexural behavior of reinforced concrete beams by using hybrid fibers: experimental and analytical study. 2024;23(2):354-73. Available from: 10.7764/rdlc.23.2.354. DOI: https://doi.org/10.7764/RDLC.23.2.354
Ahmed M, Ashteyat A, Obaidat T, Kharabsheh T, Harahsheh A. Flexural behavior of high-strength reinforced concrete beam with hybrid fiber under normal and high temperature. Sustain Struct. 2024;4(2). Available from: 10.54113/j.sust.2024.000051. DOI: https://doi.org/10.54113/j.sust.2024.000051
Amsayazhi P, Karthika RN. Structural behavior of functionally graded high-strength hybrid fiber-reinforced concrete beam-column joints under static and cyclic loading. 2025.
Moussa AM, Said HO, Khodary F, Hassanean YA. Shear behavior of high-strength concrete beams reinforced with carbon fiber-reinforced polymer bars. Eng Struct. 2025;325:119411. DOI: https://doi.org/10.1016/j.engstruct.2024.119411
Xu Q, Jiang X, Zhang Z, Xu C, Zhang J, Zhou B, et al. Experimental study on residual mechanical properties of steel-PVA hybrid fiber high-performance concrete after high temperature. Constr Build Mater. 2025;458:139735. DOI: https://doi.org/10.1016/j.conbuildmat.2024.139735
Yoo DY, Chun B, Choi J, Lee JH, Min KH, Shin HO. Experimental study on the application of a hybrid form combining straight and deformed steel fibers in ultra-high-performance concrete under uniaxial and biaxial flexural stress conditions. Case Stud Constr Mater. 2025;e04232. DOI: https://doi.org/10.1016/j.cscm.2025.e04232
Downloads
Published
Issue
Section
License
Copyright (c) 2025 Academic International Journal of Engineering Sciences
This work is licensed under a Creative Commons Attribution 4.0 International License.
