Javascript must be enabled to continue!
Cold-Drawn Wood-Filled Polybutylene Succinate Macro-Fibers as a Reinforcing Material for Concrete
View through CrossRef
The corrosive behavior of steel reinforcements causes issues in the concrete industry. To overcome this issue, alternative noncorrosive reinforcements such as polymer fibers could be used. However, as environmental protection becomes more important, sustainability must also be considered in the solution. An alternative to polymers based on raw oil is bio-based polymers. This study investigates the suitability of polymer fibers produced from polybutylene succinate together with cellulose and wood fillers as concrete reinforcements. Different mixtures of polybutylene succinate, cellulose, and wood fillers were created, and fibers were produced using a multiple drawing process. The fibers were tested using tensile tests, a single-fiber pull-out test, contact angle measurements, reflected light microscopy, density measurements, and thermogravimetric analysis. The fillers were shown to decrease the mechanical properties as the particle size and filler amount increased, resulting in a reduction in Young’s modulus and tensile strength of 55% and 70%, respectively, while adhesion to concrete increased with particle size from 0.31 ± 0.02 N/mm2 without filler to 0.90 ± 0.10 N/mm2 for the best-performing material combination. Reflected light microscopy images show changes in the fiber surface before and after pull-out. The fiber density decreased from 1.26 ± 0.05 g/cm3 to 0.91 ± 0.04 g/cm3 with an increasing filler amount and particle size for a compound with 10 weight percent of wood filler 1. The fiber thermal stability decreased slightly with the addition of filler. The greatest effect was a reduction in the temperature to ≈58 °C at 1% weight loss when 10 weight percent of wood was added. This study proves the possibility of using bio-based materials as concrete reinforcements.
Title: Cold-Drawn Wood-Filled Polybutylene Succinate Macro-Fibers as a Reinforcing Material for Concrete
Description:
The corrosive behavior of steel reinforcements causes issues in the concrete industry.
To overcome this issue, alternative noncorrosive reinforcements such as polymer fibers could be used.
However, as environmental protection becomes more important, sustainability must also be considered in the solution.
An alternative to polymers based on raw oil is bio-based polymers.
This study investigates the suitability of polymer fibers produced from polybutylene succinate together with cellulose and wood fillers as concrete reinforcements.
Different mixtures of polybutylene succinate, cellulose, and wood fillers were created, and fibers were produced using a multiple drawing process.
The fibers were tested using tensile tests, a single-fiber pull-out test, contact angle measurements, reflected light microscopy, density measurements, and thermogravimetric analysis.
The fillers were shown to decrease the mechanical properties as the particle size and filler amount increased, resulting in a reduction in Young’s modulus and tensile strength of 55% and 70%, respectively, while adhesion to concrete increased with particle size from 0.
31 ± 0.
02 N/mm2 without filler to 0.
90 ± 0.
10 N/mm2 for the best-performing material combination.
Reflected light microscopy images show changes in the fiber surface before and after pull-out.
The fiber density decreased from 1.
26 ± 0.
05 g/cm3 to 0.
91 ± 0.
04 g/cm3 with an increasing filler amount and particle size for a compound with 10 weight percent of wood filler 1.
The fiber thermal stability decreased slightly with the addition of filler.
The greatest effect was a reduction in the temperature to ≈58 °C at 1% weight loss when 10 weight percent of wood was added.
This study proves the possibility of using bio-based materials as concrete reinforcements.
Related Results
Study on the effect of seawater on making and curing of unreinforced concrete applications
Study on the effect of seawater on making and curing of unreinforced concrete applications
Concrete, an essential component of worldwide infrastructure, depends significantly on fresh water for its manufacturing, contributing to freshwater scarcity in many regions. As co...
Characterization of cellulose nanofibril reinforced polybutylene succinate biocomposite
Characterization of cellulose nanofibril reinforced polybutylene succinate biocomposite
The environment friendly cellulose nanofibrils obtained from natural cellulose presents unique opportunity for developing a sustainable end product. The beneficial characteristics ...
Abstract Su103: Targeting succinate metabolism for neuroprotection after cardiac arrest and resuscitation
Abstract Su103: Targeting succinate metabolism for neuroprotection after cardiac arrest and resuscitation
Background:
Succinate dehydrogenase (SDH) is a key enzyme involved in succinate accumulation during ischemia and its subsequent oxidation upon reperfusion, leading to e...
Effect of steel macro fibers on engineering properties of copperslag‐concrete
Effect of steel macro fibers on engineering properties of copperslag‐concrete
AbstractIn this paper, various engineering properties of the hardened concrete with copper slag and steel macro fibers are investigated. Normal grade concrete has been designed by ...
Investigating the Characteristics of Engineering Properties of Concrete Made from Hormak River Sediments and Sistan Reed Fibers
Investigating the Characteristics of Engineering Properties of Concrete Made from Hormak River Sediments and Sistan Reed Fibers
The purpose of this research is to investigate the characteristics of engineering properties of concrete made from Hormak river sediments and Sistan reed fibers.in order to investi...
Self-healing evaluation of bacteria grouted light weight aggregate concrete containing rice husk ash and steel fibers
Self-healing evaluation of bacteria grouted light weight aggregate concrete containing rice husk ash and steel fibers
Utilization of microbiologically induced calcite precipitation along with fiber composite have great influence on improving strength and durable properties of concrete. The concept...
Axial Compression Behavior of Concrete-Encased CFST Columns
Axial Compression Behavior of Concrete-Encased CFST Columns
Composite construction known as concrete-encased CFST is an outer covering of concrete surrounding a steel tube filled with concrete. It is employed as a structural member in multi...

