| Literature DB >> 32218288 |
Miroslawa Prochon1, Anna Marzec1, Oleksandra Dzeikala1.
Abstract
Buffing Dust Collagen (BDC) is a hazardous waste product ofEntities:
Keywords: biodegradation; buffing dust collagen (BDC); polymer composites; styrene–butadiene rubber (SBR)
Year: 2020 PMID: 32218288 PMCID: PMC7177460 DOI: 10.3390/ma13071498
Source DB: PubMed Journal: Materials (Basel) ISSN: 1996-1944 Impact factor: 3.623
Composition of the Styrene–Butadiene Rubber (SBR) composites.
| Symbol | SBR | SBR5 | SBR10 | SBR20 | SBR30 |
|---|---|---|---|---|---|
| SBR | 100 | 100 | 100 | 100 | 100 |
| BDC | 0 | 5 | 10 | 20 | 30 |
| ZnO | 5 | 5 | 5 | 5 | 5 |
| Sulphur | 2.5 | 2.5 | 2.5 | 2.5 | 2.5 |
| MBTS | 1.5 | 1.5 | 1.5 | 1.5 | 1.5 |
| Stearic acid | 2 | 2 | 2 | 2 | 2 |
Vulcanizates were prepared in hydraulic presses. Samples in the form of 100 × 50 mm films were prepared by pressing under 150 MPa at 150 °C.
Figure 1IR spectra of buffing dusts of collagen with ranges: (a) 3500–3200 cm−1; (b) 1650–1500 cm−1; (c) 590–510 cm−1.
Figure 2SEM images of buffing dust collagen (BDC): (a) 5000× magnification, (b) 50,000× magnification, and (c) 100,000× magnification.
Influence of BDC on the rheometric properties of SBR compounds.
| Symbol | LL | ∆L | τ02 | τ90 |
|---|---|---|---|---|
| SBR | 11.0 ± 0.3 | 39.9 ± 1.1 | 1.2 ± 0.1 | 24.5 ± 1.3 |
| SBR5 | 13.9 ± 0.1 | 54.8 ± 1.9 | 2.9 ± 0.1 | 30.0 ± 1.4 |
| SBR10 | 12.0 ± 0.2 | 61.6 ± 2.2 | 2.0 ± 0.1 | 33.0 ± 1.1 |
| SBR20 | 13.0 ± 0.1 | 51.7 ± 1.9 | 2.9 ± 0.2 | 37.0 ± 1.0 |
| SBR30 | 14.0 ± 0.1 | 47.5 ± 1.4 | 3.5 ± 0.2 | 38.5 ± 1.2 |
LL—minimum torque moment (dNm); ∆L—the decrease of torque moment (dNm) (∆L = LHR − LL); τ02—scorch time (min); τ90—time of vulcanization (min).
Figure 3Influence of BDC on the cross-linking density of SBR vulcanizates.
Figure 4Possible mechanism of interaction between the elastomer macromolecule and BDC structure.
Figure 5Fourier transform infrared spectroscopy (FTIR) spectrum of samples containing 0 and 20 phr BDC in SBR composites relative to the BDC spectrum.
Figure 6Comparison of the FTIR spectra for the standard sample (SBR), 10, and 30 phr BDC in SBR composites.
Influence of BDC filler on the mechanical properties of SBR composites.
| Parameter | SBR | SBR5 | SBR10 | SBR20 | SBR30 |
|---|---|---|---|---|---|
| TS | 3.34 ± 0.1 | 3.73 ± 0.2 | 4.78 ± 0.3 | 4.91 ± 0.3 | 3.94 ± 0.2 |
| SE300 | 2.15 ± 0.5 | 2.41 ± 0.1 | 2.60 ± 0.2 | 3.07 ± 0.6 | 3.70 ± 0.1 |
| Eb | 541 ± 4.2 | 228 ± 6.1 | 254 ± 5.5 | 322 ± 7.8 | 267 ± 4.9 |
| H | 44.08 ± 0.9 | 48.22 ± 1.2 | 49.20 ± 1.1 | 50.85 ± 0.8 | 53.88 ± 0.7 |
Figure 7SEM images of SBR, SBR10, and SBR30 composites at different magnifications: (a) 1.00×, (b) 10.00×, (c) 25.00×, (d) 50.00×, and (e) 100.00×.
Thermal characteristics of SBR and SBR10.
| Symbol | T5% | T peak (DTG) | Δm total | Tg |
|---|---|---|---|---|
| SBR | 305 | 478.77 | 95.32 | −42.08 |
| SBR10 | 299 | 479.64 | 90.34 | −45.45 |
T5%—decomposition temperature at 5% mass loss, Tp(DTG)—temperature of maximum conversion rate on the DTG curve, Δm total—total mass loss during thermal decomposition, Tg—glass transition temperature (standard deviations: T5, Tp (DTG) ± 2 °C; Δm total ± 0.6%; Tg ± 2°C)
Figure 8Thermogravimetric analysis (TGA) curves of SBR composites: reference sample SBR (black curve) and SBR10 sample (red curve).
Figure 9Comparative analysis of DSC results: SBR—unfilled (black curie) and SBR10 (10 phr of BDC—red curve).
Figure 10Equilibrium of swelling in water results from SBR vulcanizates.
Topography photos of surface changes of SBR composites before and after biodegradation tests.
| Composite Symbol | SBR | SBR5 | SBR10 | SBR20 | SBR30 |
|---|---|---|---|---|---|
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| 3.84 | 0.99 | 0.20 | 0.26 | 0.46 |
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| 7.35 | 2.63 | 1.34 | 4.52 | 3.18 |
Mechanical properties after biodegradation.
| Effects of Aging and Biological on the Properties of SBR Composites | |||||
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| Thermal aging | 0.93 ± 0.04 | 1.42 ± 0.02 | 0.84 ± 0.03 | 1.14 ± 0.01 | 0.92 ± 0.03 |
| Soil test | 0.94 ± 0.01 | 0.83 ± 0.01 | 0.67 ± 0.02 | 0.56 ± 0.01 | 0.51 ± 0.02 |
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| Thermal aging | 45.17 ± 0.12 | 51.95 ± 0.08 | 53.33 ± 0.14 | 54.25 ± 0.23 | 58.15 ± 0.18 |
| Soil test | 45.00 ± 0.20 | 46.90 ± 0.13 | 48.07 ± 0.21 | 49.27 ± 0.10 | 53.03 ± 0.09 |