Abstract

Abstract Polymer fiber reinforcement can elevate the pavement performance indicators of asphalt concrete, including low temperature crack resistance, high temperature stability, and water stability. Fiber-reinforced asphalt concrete (FRAC) is a suitable solution to improve the road performance of asphalt concrete. However, the mechanism of the fiber parameters in asphalt concrete has still not been introduced. Herein we studied the influence of fiber geometry characteristics on improving the mechanical properties of asphalt concrete through numerical simulation. The finite element method (FEM) was used to establish an elastoplastic mesoscopic model for indirect tensile test of the asphalt mixtures via ABAQUS. The best fiber length, volume ratio, diameter, and modulus were confirmed based on the simulated results. Furthermore, the indirect tensile tests were undertaken to prove the influence of polyacrylonitrile (PAN) and polyvinyl alcohol (PVA) fiber parameters on the FRAC’s splitting stability. This study fills the gap between theoretical simulations and laboratory experiments, and it is a promising solution to improve engineered FRAC road performance.

Highlights

  • Polymer fiber reinforcement can elevate the pavement performance indicators of asphalt concrete, including low temperature crack resistance, high temperature stability, and water stability

  • Fiber-reinforced asphalt concrete (FRAC) is one solution to improve the performance of asphalt pavements [6]

  • ABAQUS was used to simulate the mechanical behavior of FRAC with different fiber parameters in indirect tensile test

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Summary

Introduction

Abstract: Polymer fiber reinforcement can elevate the pavement performance indicators of asphalt concrete, including low temperature crack resistance, high temperature stability, and water stability. We studied the influence of fiber geometry characteristics on improving the mechanical properties of asphalt concrete through numerical simulation. Fiber-reinforced asphalt concrete (FRAC) is one solution to improve the performance of asphalt pavements [6]. Laboratory tests have revealed that fibers improve a series of road performance indicators, such as the rutting and fatigue resistance of asphalt mixtures [15]. FEM simulation can be used to study the improvement of the mechanical properties of asphalt concrete due to parameters such as fiber length volume rate, diameter, and modulus to verify the rationality of the model against actual test results [25]. ABAQUS was used to simulate the mechanical behavior of FRAC with different fiber parameters in indirect tensile test. Indirect tensile experiments for PAN and PVA fibers demonstrated the reasonability and accuracy of the model

Geometric modeling of FRAC
Finite element modeling of the mechanical properties of FRAC
Experimental materials
FRAC sample preparation
FRAC sample mechanical tests
Fiber distribution simulation
Finite element numerical modeling
Influence of fiber diameter on the mechanical properties of asphalt concrete
Indirect tensile tests
Findings
Conclusion

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