# The Influence of Fillers on the Reinforcement Capabilities of Polypropylene Based Mono-Material and Core-Shell Fibers in Concrete, a Comparison

## TL;DR

This paper compares how adding fillers to polypropylene fibers affects their performance in concrete, aiming to improve bonding and mechanical properties.

## Contribution

The study introduces core-shell fibers with fillers to enhance bonding and mechanical properties in concrete reinforcement.

## Key findings

- Fillers increased drawability and mechanical properties of polypropylene fibers.
- Calcium carbonate in core-shell fibers improved surface roughness and anchoring in concrete.
- Bentonite delayed the onset of fiber degradation as shown by thermogravimetric analysis.

## Abstract

Noncorrosive concrete reinforcement, such as polymer fibers, is needed to overcome the current issues caused by corroded steel reinforcements. Fibers made of polypropylene show a low bonding behavior in concrete. Fillers can help to overcome this issue but often lead to reduced mechanical properties. Core-shell fibers, which split the mechanical properties and the bonding behavior between the core and the shell component, could be a solution. This study investigates mono-material and core-shell fibers produced with calcium carbonate and bentonite fillers and compares their behavior in tensile tests, density measurements, contact angle measurements, topography measurements, single fiber pull-out tests, reflected light microscopy, and thermogravimetric analysis. The fillers caused an increased drawability, resulting in higher mechanical properties. Further, in the core-shell fibers, the calcium carbonate increased the surface roughness, which led to a better anchoring of the fiber in concrete, which was also visible in the deformation during pull-out observed in reflected light microscopy pictures. The thermogravimetric analysis showed a delay in onset of degradation for fibers containing bentonite.