Detail publikačního výsledku

Study of Mechanical and Fracture Properties of Concrete with Different Lengths of Polypropylene Fibers

HRABOVÁ, K.; LÁNÍK, J.; LEHNER, P.

Originální název

Study of Mechanical and Fracture Properties of Concrete with Different Lengths of Polypropylene Fibers

Anglický název

Study of Mechanical and Fracture Properties of Concrete with Different Lengths of Polypropylene Fibers

Druh

Článek WoS

Originální abstrakt

This study investigates the effect of polypropylene fibers of different lengths (54 mm, 38 mm, 19 mm) on the mechanical and fracture properties of high-strength concrete. Unlike most existing research focusing on a single fiber length, this work evaluates a fixed hybrid ratio of 4:1:1, thereby addressing the synergistic action of macro- and microfibers. Three dosages were tested and compared to a reference mixture without fibers. Validation was performed by repeated testing of multiple specimens and statistical evaluation of mean values and standard deviations. The results showed that the optimal hybrid mixture (2.0/0.5/0.5 kg/m3) increased compressive strength by 28.7% and splitting tensile strength by 30.1% relative to the reference. Fracture toughness and specific fracture energy also improved significantly, demonstrating enhanced crack resistance and energy absorption. The main contribution of this work is to provide experimental evidence that a hybrid combination of polypropylene fibers at a fixed ratio can improve both mechanical strength and fracture resistance, with direct implications for durability and service life.

Anglický abstrakt

This study investigates the effect of polypropylene fibers of different lengths (54 mm, 38 mm, 19 mm) on the mechanical and fracture properties of high-strength concrete. Unlike most existing research focusing on a single fiber length, this work evaluates a fixed hybrid ratio of 4:1:1, thereby addressing the synergistic action of macro- and microfibers. Three dosages were tested and compared to a reference mixture without fibers. Validation was performed by repeated testing of multiple specimens and statistical evaluation of mean values and standard deviations. The results showed that the optimal hybrid mixture (2.0/0.5/0.5 kg/m3) increased compressive strength by 28.7% and splitting tensile strength by 30.1% relative to the reference. Fracture toughness and specific fracture energy also improved significantly, demonstrating enhanced crack resistance and energy absorption. The main contribution of this work is to provide experimental evidence that a hybrid combination of polypropylene fibers at a fixed ratio can improve both mechanical strength and fracture resistance, with direct implications for durability and service life.

Klíčová slova

polypropylene fibers, concrete, compressive strength, static modulus of elasticity

Klíčová slova v angličtině

polypropylene fibers, concrete, compressive strength, static modulus of elasticity

Autoři

HRABOVÁ, K.; LÁNÍK, J.; LEHNER, P.

Rok RIV

2026

Vydáno

26.08.2025

Periodikum

Buildings

Číslo

15(17), 3041

Stát

Švýcarská konfederace

Strany počet

12

URL

BibTex

@article{BUT199530,
  author="Kristýna {Hrabová} and Jaromír {Láník} and  {}",
  title="Study of Mechanical and Fracture Properties of Concrete with Different Lengths of Polypropylene Fibers",
  journal="Buildings",
  year="2025",
  number="15(17), 3041",
  pages="12",
  doi="10.3390/buildings15173041",
  url="https://www.mdpi.com/2075-5309/15/17/3041"
}