<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>Many environmental problems can be attributed to various sources, such as the demolition of old buildings, waste from bricks, glass waste, among others, which are generated worldwide. This waste is converted and recycled as natural aggregate. On the other hand, a significant issue with concrete incorporating Recycled Concrete Aggregate (RCA) is its inferior properties compared to natural aggregate concrete. The subpar properties of RCA concrete can be enhanced by the addition of Fibers. This research examines the effects of polyethylene terephthalate fiber (RPETF) and recycled fine concrete aggregates (RFCA) on the mechanical properties and durability of self-compacting concrete (SCC). Three concrete families were created: one using RPETF alone, one using RFCA alone, and a third utilizing both RPETF and RFCA combined. The natural fine aggregates (NFA) were replaced with RFCA in increments of 25% from 0% to 100%. The results showed that the split tensile strengths of the mix of 100% RFCA and 1.2 % RPETF have improved over time by 28% compared to the mix with 100% RFCA alone. However, the inclusion of RPETF in SCC mixtures with varying amounts of RFCA resulted in reduced durability of the composite.</p>
</abstract>

Many environmental problems can be attributed to various sources, such as the demolition of old buildings, waste from bricks, glass waste, among others, which are generated worldwide. This waste is converted and recycled as natural aggregate. On the other hand, a significant issue with concrete incorporating Recycled Concrete Aggregate (RCA) is its inferior properties compared to natural aggregate concrete. The subpar properties of RCA concrete can be enhanced by the addition of Fibers. This research examines the effects of polyethylene terephthalate fiber (RPETF) and recycled fine concrete aggregates (RFCA) on the mechanical properties and durability of self-compacting concrete (SCC). Three concrete families were created: one using RPETF alone, one using RFCA alone, and a third utilizing both RPETF and RFCA combined. The natural fine aggregates (NFA) were replaced with RFCA in increments of 25% from 0% to 100%. The results showed that the split tensile strengths of the mix of 100% RFCA and 1.2 % RPETF have improved over time by 28% compared to the mix with 100% RFCA alone. However, the inclusion of RPETF in SCC mixtures with varying amounts of RFCA resulted in reduced durability of the composite.

Durability Performance and Mechanical Behavior of Pet Fiber Reinforced Recycled Fluid Concrete

Civil Engineering Department, Faculty of Technology

L2MGC-Civil Engineering Mechanics and Materials Laboratory

Mechanic-Physic and Mathematic Modelling Laboratory

Journal of Applied Engineering Sciences

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Many environmental problems can be attributed to various sources, such as the demolition of old buildings, waste from bricks, glass waste, among others, which...

Durability Performance and Mechanical Behavior of Pet Fiber Reinforced Recycled Fluid Concrete

Online veröffentlicht: 20. Mai 2024

Seitenbereich: 35 - 48

Eingereicht: 06. Nov. 2023

Akzeptiert: 30. Nov. 2023

DOI: https://doi.org/10.2478/jaes-2024-0005

Schlüsselwörter
self-compacting concrete, recycled fine concrete aggregates, recycled polyethylene terephthalate fibers, reinforced material, resistance

© 2024 Meriem Bayah et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Durability Performance and Mechanical Behavior of Pet Fiber Reinforced Recycled Fluid Concrete

Online veröffentlicht: 20. Mai 2024

Seitenbereich: 35 - 48

Eingereicht: 06. Nov. 2023

Akzeptiert: 30. Nov. 2023

DOI: https://doi.org/10.2478/jaes-2024-0005

Schlüsselwörterself-compacting concrete, recycled fine concrete aggregates, recycled polyethylene terephthalate fibers, reinforced material, resistance

© 2024 Meriem Bayah et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Schlüsselwörter
self-compacting concrete, recycled fine concrete aggregates, recycled polyethylene terephthalate fibers, reinforced material, resistance