BUILDINGS, cilt.1, sa.10, ss.1-20, 2025 (Hakemli Dergi)
This research investigates the effects of steel (ST) and synthetic (SYN) fibers on
the workability and mechanical properties of HPFRC. It also analyzes their influence on the
material’s microstructural characteristics. ST fibers improve tensile strength, fracture tough-
ness, and post-cracking performance owing to their rigidity, mechanical interlocking, and
robust adhesion with the matrix. SYN fibers, conversely, mitigate shrinkage-induced micro-
cracking, augment ductility, and enhance concrete performance under dynamic stress while
exerting negative effects on workability. Hybrid fiber systems, which include ST and SYN
fibers, offer synergistic advantages by enhancing fracture management at various scales
and augmenting ductility and energy absorption capability. Scanning electron microscopy
(SEM) has been crucial in investigating fiber–matrix interactions, elucidating the effects
of ST and SYN fibers on hydration, crack-bridging mechanisms, and interfacial bonding.
ST fibers establish thick interfacial zones that facilitate effective stress transfer, whereas
SYN fibers reduce micro-crack formation and enhance long-term durability. Nonetheless,
research deficiencies persist, encompassing optimal hybrid fiber configurations, the en-
during performance of fiber-reinforced concrete (FRC), and sustainable fiber substitutes.
Future investigations should examine multi-scale reinforcing techniques, intelligent fibers
for structural health assessment, and sustainable fiber alternatives. The standardization
of testing methodologies and cost–benefit analyses is essential to promote industrial de-
ployment. This review offers a thorough synthesis of the existing knowledge, emphasizing
advancements and potential to enhance HPFRC for high-performance and sustainable
construction applications. The findings facilitate the development of new, durable, and
resilient fiber-reinforced concrete systems by solving current difficulties.