| Literature DB >> 36080641 |
Roberta Anastacia Palermo Fernandes1, Pedro Henrique Poubel Mendonça da Silveira2, Beatriz Cruz Bastos3, Patricia Soares da Costa Pereira1, Valdir Agustinho de Melo1, Sergio Neves Monteiro2, Neyda de La Caridad Om Tapanes1, Daniele Cruz Bastos1.
Abstract
Composites based on virgin and recycled polypropylene (PP and rPP) reinforced with 15 wt% sisal fibers, with and without alkali treatment, were prepared by compression molding in a mat composed of a three-layer sandwich structure. The sisal was characterized by Fourier-transform infrared spectroscopy (FTIR) and X-ray diffraction (XRD). The composites were characterized according to physical and mechanical properties. Additionally, a factorial experimental design was used to statistically evaluate the mechanical properties of the composite. The FTIR and XRD indicated the partial removal of amorphous materials from the surface of the sisal after alkali treatment. The composites' density results varied from 0.892 to 0.927 g·cm-3, which was in the desirable range for producing lightweight automotive components. A slight decrease in the hardness of the pure rPP and rPP composites in relation to the PP was observed. The water absorption was higher in rPP composites, regardless of the chemical treatment. Moreover, the impact resistance of PP and its composites was higher than the values for rPP. Statistical analysis showed that the alkali treatment was a significant factor for the hardness of the rPP and PP composites, and that the addition of the sisal layer was relevant to improve the impact resistance of the composites.Entities:
Keywords: alkali treatment; automotive; factorial experimental design methodology; polymeric composites; polypropylene; sisal fiber
Year: 2022 PMID: 36080641 PMCID: PMC9460829 DOI: 10.3390/polym14173566
Source DB: PubMed Journal: Polymers (Basel) ISSN: 2073-4360 Impact factor: 4.967
Figure 1Scheme of the mat with a three-layer sandwich structure for composite preparation by compression molding.
Figure 2Overlay of the ATR-FTIR spectra of sisal fibers.
Bands with vibrational modes assigned to the FTIR spectrum of sisal.
| Absorption Band (cm−1) | Functional Group | Fiber Component |
|---|---|---|
| 3296 | O - H stretching | Cellulose |
| 2914 | C - H stretching | Cellulose |
| 2796 | C - H stretching | Hemicellulose and Lignin |
| 2357 | C = C stretching | Wax |
| 1737 | C = O stretching | Hemicellulose and Lignin |
| 1642 | OH bending | Lignin |
| 1346 | C = O stretching | Hemicellulose |
| 1028 | C - OH stretching | Lignin and Cellulose |
Figure 3X-ray diffractogram of Sisal and Sisal NaOH.
Figure 4Water absorption results for PP, rPP and bio-based composites.
Water absorption results of processed formulations.
| Increase in wt. (%) | ||||
|---|---|---|---|---|
| Sample | Immersion Time | |||
| 2 h | 24 h | 168 h | 336 h | |
| PP | 0.531 ± 0.008 | 0.227 ± 0.008 | 0.152 ± 0.009 | 0.152 ± 0.008 |
| rPP | 0.592 ± 0.017 | 0.723 ± 0.017 | 1.183 ± 0.018 | 1.249 ± 0.018 |
| PP/Sisal | 2.297 ± 0.031 | 2.935 ± 0.028 | 4.339 ± 0.025 | 4.914 ± 0.028 |
| rPP/Sisal | 1.958 ± 0.031 | 4.214 ± 0.031 | 7.477 ± 0.032 | 7.914 ± 0.031 |
| PP/Sisal NaOH | 0.847 ± 0.017 | 1.885 ± 0.019 | 3.966 ± 0.017 | 4.156 ± 0.019 |
| rPP/Sisal NaOH | 1.329 ± 0.050 | 3.797 ± 0.057 | 8.101 ± 0.060 | 9.051 ± 0.057 |
Density, Shore D hardness and Izod Impact of processed formulations.
| Sample | Density | Shore D | Izod Impact |
|---|---|---|---|
| PP | 0.89 ± 0.02 | 63.00 ± 0.00 | 21.49 ± 0.25 |
| rPP | 0.92 ± 0.01 | 58.00 ± 0.58 | 8.48 ± 0.08 |
| PP/Sisal | 0.93 ± 0.02 | 63.33 ± 1.00 | 9.22 ± 0.02 |
| rPP/Sisal | 0.95 ± 0.01 | 59.33 ± 1.00 | 6.82 ± 0.06 |
| PP/Sisal NaOH | 0.90 ± 0.02 | 63.33 ± 1.00 | 9.14 ± 0.07 |
| rPP/Sisal NaOH | 0.93 ± 0.01 | 57.00 ± 1.00 | 5.63 ± 0.05 |
Experimental design matrix and the corresponding values of response variables.
| Experiment | M | AT | SS | H | I | D |
|---|---|---|---|---|---|---|
| 1 | 1 | 0 | 0 | 63 | 0.893 | 18.614 |
| 2 | 1 | 0 | 0 | 63 | 0.875 | 17.853 |
| 3 | 1 | 0 | 0 | 63 | 0.907 | 28.025 |
| 4 | 1 | 0 | 1 | 63 | 0.955 | 9.641 |
| 5 | 1 | 0 | 1 | 64 | 0.911 | 8.788 |
| 6 | 1 | 0 | 1 | 63 | 0.934 | 9.226 |
| 7 | 1 | 15 | 1 | 63 | 0.891 | 7.911 |
| 8 | 1 | 15 | 1 | 63 | 0.921 | 8.557 |
| 9 | 1 | 15 | 1 | 64 | 0.891 | 10.956 |
| 10 | 2 | 0 | 0 | 58 | 0.932 | 10.426 |
| 11 | 2 | 0 | 0 | 58 | 0.921 | 6.620 |
| 12 | 2 | 0 | 0 | 58 | 0.923 | 8.396 |
| 13 | 2 | 0 | 1 | 60 | 0.956 | 8.004 |
| 14 | 2 | 0 | 1 | 59 | 0.957 | 5.305 |
| 15 | 2 | 0 | 1 | 59 | 0.950 | 7.150 |
| 16 | 2 | 15 | 1 | 58 | 0.931 | 6.389 |
| 17 | 2 | 15 | 1 | 57 | 0.918 | 6.228 |
| 18 | 2 | 15 | 1 | 56 | 0.932 | 4.267 |
ANOVA of factorial design for density measurements (D).
| Source of Variation | Degree of Freedom (D.F) | Sum of Squares (SQ) | Means Squares (MQ) | F | Significance of F |
|---|---|---|---|---|---|
| Regression | 3 | 0.0076 | 0.0025 | 14.6094 |
|
| Residue | 14 | 0.0024 | 0.0002 | ||
| Total | 17 | 0.0100 | |||
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| intercept | 0.8682 | 0.0107 | 80.7936 |
| |
| M | 0.0269 | 0.0062 | 4.3342 |
| |
| AT | −0.0020 | 0.0005 | −3.9264 |
| |
| SS | 0.0353 | 0.0076 | 4.6502 |
| |
| S = 0.0132 | |||||
| R-sq = 75.79% | |||||
| R-sq (adj) = 70.60% | |||||
ANOVA of factorial design for Shore D hardness (H).
| Source of Variation | Degree of Freedom (D.F) | Sum of Squares (SQ) | Means Squares (MQ) | F | Significance of F |
|---|---|---|---|---|---|
| Regression | 6 | 126 | 21 | 75.6 |
|
| Residue | 12 | 4 | 0.3333 | ||
| Total | 18 | 130 | |||
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| Intercept | 68 | 0.7454 | 91.2316 |
| |
| M | −5 | 0.4714 | −10.6066 |
| |
| AT | 0.1556 | 0.0703 | 2.2136 | 0.0469 | |
| SS | −0.6667 | 1.0541 | −0.6325 | 0.5389 | |
| M-AT | −0.1556 | 0.0444 | −3.5 | 0.0044 | |
| M-SS | 1 | 0.6667 | 1.5 | 0.1595 | |
| S = 0.5775 | |||||
| R-sq = 96.92% | |||||
| R-sq (adj) = 87.31% | |||||
ANOVA of factorial design for Izod Impact Resistance (I).
| Source of Variation | Degree of Freedom (D.F) | Sum of Squares (SQ) | Means Squares (MQ) | F | Significance of F |
|---|---|---|---|---|---|
| Regression | 6 | 494.8954 | 82.4826 | 14.2137 | 0.00013 |
| Residue | 12 | 83.5634 | 6,9636 | ||
| Total | 18 | 578,4588 | |||
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| intercept | 34.5137 | 3.4068 | 10.1309 |
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| M | −13.0166 | 2.1546 | −6.0413 |
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| AT | 0.0692 | 0.3212 | 0.2154 | 0.8330 | |
| SS | −22.8964 | 4.8179 | −4.7524 | 0.0005 | |
| M-AT | −0.0743 | 0.2031 | −0.3659 | 0.7208 | |
| M-SS | 10.6178 | 3.0471 | 3.4846 | 0.0045 | |
| S = 2.6388 | |||||
| R-sq = 85.55% | |||||
| R-sq (adj) = 71.20% | |||||
Figure 5Standardized Pareto Chart for Shore D Hardness.
Figure 6Standardized Pareto Chart for for Izod impact strength.