| Literature DB >> 35601463 |
Andre N Gaduan1, Kanjanawadee Singkronart1, Catriona Bell2, Emma Tierney1, Christoph Burgstaller3, Koon-Yang Lee1,4.
Abstract
Ineffective sorting of post-consumer plastics remains one of the major obstacles in the recycling of plastics. Consequently, these highly heterogeneous, mixed post-consumer plastics will end up in landfill or have to be incinerated as repurposing them directly would lead to a polymer blend with inferior quality for many end-uses. In this work, we demonstrate the use of carbon fibers (CFs) to practically upgrade the mechanical properties of mixed plastics, adding value to them. This will create a stronger demand for mixed plastics to be used in various engineering applications. Using polyethylene terephthalate (PET) and polypropylene (PP) as the model immiscible polymer blend, we showed that the incorporation of CFs increased the tensile, flexural, and single-edge notched fracture toughness of the resulting CF-reinforced PET/PP composite blends. Despite the high environmental burden associated with the production of CFs, cradle-to-grave life-cycle analysis showed that CF-reinforced PET/PP composites have a lower environmental impact than the life-cycle scenarios of "doing nothing" and repurposing immiscible PET/PP blends as it is without CF reinforcement. This can be attributed to the weight saving achieved, a direct result of their higher mechanical performance. Our work opens up opportunities for the use of mixed plastics in various higher value applications such that they can be diverted away from landfill or incineration, in line with the concept of circular economy.Entities:
Year: 2022 PMID: 35601463 PMCID: PMC9112279 DOI: 10.1021/acsapm.1c01850
Source DB: PubMed Journal: ACS Appl Polym Mater ISSN: 2637-6105
Figure 1Schematic diagram showing the three scenarios modeled in our LCA model.
Figure 2SEM images of the cryo-fractured surface of PET/PP blends and their respective CF-reinforced composite blends. (a-c) Neat PET/PP blends, (d-f) 20 wt.-% CF-reinforced PET/PP composite blends and (g-i) 40 wt.-% CF-reinforced PET/PP composite blends. Scale bar = 20 μm.
Surface Energy of PET, PP, and CF Calculated Using the OWRK Method
| sample | γs (mJ m–2) | γsp (mJ m–2) | γsd (mJ m–2) | |||
|---|---|---|---|---|---|---|
| PET | 35.0 ± 1.4 | 10.0 ± 1.8 | 25.0 ± 0.4 | 0.28 ± 0.04 | 57.6 ± 1.0 | |
| PP | 27.9 ± 0.3 | 2.1 ± 0.3 | 25.9 ± 0.2 | 0.07 ± 0.01 | 57.6 ± 1.0 | |
| CF | ||||||
| unsized | 37.5 ± 2.3 | 10.0 ± 1.6 | 27.5 ± 1.7 | 0.27 ± 0.05 | 60.1 ± 0.9 | 72.3 ± 1.4 |
| acidic | 61.8 ± 4.5 | 39.8 ± 4.3 | 22.0 ± 1.5 | 0.64 ± 0.08 | 55.3 ± 1.2 | 78.6 ± 4.2 |
| basic | 47.1 ± 2.1 | 8.1 ± 1.6 | 39.0 ± 1.2 | 0.17 ± 0.01 | 68.7 ± 0.8 | 78.8 ± 0.9 |
Data obtained from Bismarck et al.[42]
Figure 3Mechanical properties of (CF-reinforced) PET/PP blends. (a) Tensile modulus, (b) tensile strength, (c) flexural modulus, (d) flexural strength, and (e) single-edge notched beam fracture toughness.
Figure 4Cradle-to-grave (a) global warming potential (GWP) and (b) abiotic depletion potential (fossil fuel) (ADPf) of (CF-reinforced) PET/PP blends.