| Literature DB >> 36236167 |
Huan Jiang1,2, Ge Wang1, Fuming Chen2, Jianchao Deng3, Xiaoyi Chen1,2.
Abstract
This study aimed to investigate the mechanical property decay that might occur during actual use and soil burial degradation of bamboo fiber lunch boxes. For this, the effects of three accelerated aging methods, namely damp-heat treatment, freeze-thaw cycle, and artificial weathering cycle, on the tensile strength, dynamic viscoelasticity, and chemical composition of bamboo fiber lunch boxes were compared, and a correlation of their mechanical property decay with soil burial degradation was established to obtain an acceleration factor (SAF) with aging time as a reference. The results showed that the mechanical properties of the bamboo fiber lunch box decreased to different degrees under the three accelerated methods, and the tensile strength decreased to less than 50% after 36 h of damp-heat treatment, 5 freeze-thaw cycles, and 11 artificial weathering cycles. However, after 10 days, the mechanical property of lunch box in soil degradation decreased by more than 50%. Infrared spectroscopy demonstrated rapid hemicellulose degradation during damp-heat treatment and freeze-thaw cycle, as well as a minor quantity of lignin, and a significant amount of lignin under artificial weathering cycle. With the freeze-thaw cycle and the artificial weathering cycle, the relative crystallinity dropped quickly, by 32.3% and 21.5%, respectively, but under damp-heat treatment, the crystallinity dropped barely, by 43.5%. The damage caused by the freeze-thaw cycle to the mechanical properties of bamboo fiber lunch boxes was greater than that by the damp-heat treatment and artificial weathering cycle. The fluctuation of SAF under freeze-thaw cycle was also more drastic. Compared to the artificial weathering cycle, the damp-heat treatment was more stable and reliable in predicting the decay law of soil burial degradation tensile strength of bamboo fiber lunch boxes.Entities:
Keywords: artificial weathering cycle; bamboo fiber lunch box; damp–heat treatment; freeze–thaw cycle
Year: 2022 PMID: 36236167 PMCID: PMC9571484 DOI: 10.3390/polym14194220
Source DB: PubMed Journal: Polymers (Basel) ISSN: 2073-4360 Impact factor: 4.967
Figure 1Tensile strength and modulus: (a) soil burial degradation; (b) damp–heat treatment; (c) freeze–thaw cycle; and (d) artificial weathering cycle.
Figure 2Dynamic thermomechanical properties: (a) from left to right, E′, E″, tanδ under damp–heat treatment; (b) from left to right, E′, E″, tanδ under freeze–thaw cycle; and (c) from left to right, E′, E″, tanδ under artificial weathering cycle.
Figure 3FTIR: (a) damp−heat treatment; (b) freeze−thaw cycle; and (c) artificial weathering cycle.
Figure 4Relative crystallinity: (a) damp–heat treatment; (b) freeze–thaw cycle; and (c) artificial weathering cycle.
Tensile strength correlation coefficients under different aging methods.
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| Mean | Std. Deviation | N | ||||
| Soil burial degradation | Strength | 26.8488 | 12.54872 | 8 | ||
| Modulus | 3747.6625 | 1394.17945 | 8 | |||
| Damp–heat treatment | Strength | 24.6033 | 11.57316 | 6 | ||
| Modulus | 2968.0350 | 1657.44982 | 6 | |||
| Freeze–thaw cycle | Strength | 21.6417 | 12.98841 | 6 | ||
| Modulus | 2933.4467 | 1521.02674 | 6 | |||
| Artificial weathering cycle | Strength | 24.0417 | 11.22202 | 6 | ||
| Modulus | 3972.1533 | 1232.36292 | 6 | |||
|
| ||||||
| Soil burial degradation | Damp–heat treatment | Freeze–thaw cycle | Artificial weathering cycle | |||
| Soil burial degradation | Pearson Correlation | Strength | 1 | 0.920 ** | 0.894 * | 0.876 * |
| Modulus | 1 | 0.983 ** | 0.936 ** | 0.980 ** | ||
| Sig.(2-tailed) | Strength | 0.009 | 0.016 | 0.022 | ||
| Modulus | 0.000 | 0.006 | 0.001 | |||
| Sums of Squares and Cross-products | Strength | 1102.293 | 605.105 | 660.240 | 558.926 | |
| Modulus | 13,606,154.39 | 7,871,195.294 | 6,879,026.470 | 5,833,421.266 | ||
| Covariance | Strength | 157.470 | 121.021 | 132.048 | 111.785 | |
| Modulus | 1,943,736.341 | 1,574,239.059 | 1,375,805.294 | 1,166,684.253 | ||
| N | Strength | 8 | 6 | 6 | 6 | |
| Modulus | 8 | 6 | 6 | 6 | ||
| Damp–heat treatment | Pearson Correlation | Strength | 0.920 ** | 1 | 0.997 ** | 0.994 ** |
| Modulus | 0.983 ** | 1 | 0.977 ** | 0.950 ** | ||
| Sig.(2-tailed) | Strength | 0.009 | 0.000 | 0.000 | ||
| Modulus | 0.000 | 0.001 | 0.004 | |||
| Sums of Squares and Cross-products | Strength | 605.105 | 669.691 | 749.011 | 645.206 | |
| Modulus | 7,871,195.294 | 13,735,699.58 | 12,314,439.88 | 9,704,258.728 | ||
| Covariance | Strength | 121.021 | 133.938 | 149.802 | 129.041 | |
| Modulus | 1,574,239.059 | 2,747,139.916 | 2,462,887.976 | 1,940,851.746 | ||
| N | Strength | 6 | 6 | 6 | 6 | |
| Modulus | 6 | 6 | 6 | 6 | ||
| Freeze–thaw cycle | Pearson Correlation | Strength | 0.894 * | 0.997 ** | 1 | 0.995 ** |
| Modulus | 0.936 ** | 0.977 ** | 1 | 0.911 * | ||
| Sig.(2-tailed) | Strength | 0.016 | 0.000 | 0.000 | ||
| Modulus | 0.006 | 0.001 | 0.012 | |||
| Sums of Squares and Cross-products | Strength | 660.240 | 749.011 | 843.493 | 725.250 | |
| Modulus | 6,879,026.470 | 12,314,439.88 | 11,567,611.77 | 8,539,016.058 | ||
| Covariance | Strength | 132.048 | 149.802 | 168.699 | 145.050 | |
| Modulus | 1,375,805.294 | 2,462,887.976 | 2,313,522.353 | 1,707,803.212 | ||
| N | Strength | 6 | 6 | 6 | 6 | |
| Modulus | 6 | 6 | 6 | 6 | ||
| Artificial weathering cycle | Pearson Correlation | Strength | 0.876 * | 0.994 ** | 0.995 ** | 1 |
| Modulus | 0.980 ** | 0.950 ** | 0.911 ** | 1 | ||
| Sig.(2-tailed) | Strength | 0.022 | 0.000 | 0.000 | ||
| Modulus | 0.001 | 0.004 | 0.012 | |||
| Sums of Squares and Cross-products | Strength | 558.926 | 645.206 | 725.250 | 629.668 | |
| Modulus | 5,833,421.266 | 9,704,258.728 | 8,539,016.058 | 7,593,591.892 | ||
| Covariance | Strength | 111.785 | 129.041 | 145.050 | 125.934 | |
| Modulus | 1,166,684.253 | 1,940,851.746 | 1,707,803.212 | 1,518,718.378 | ||
| N | Strength | 6 | 6 | 6 | 6 | |
| Modulus | 6 | 6 | 6 | 6 | ||
**: correlation significant at 0.01; *: correlation significant at 0.05.
Curve estimation results and significance test of tensile strength after soil burial degradation.
| Fitted | Fitting Type | Mean Square | Df | R2 | F | Sig.F | |
|---|---|---|---|---|---|---|---|
| Soil degradation | Strength | Linear | 874.166 | 1 | 0.793 | 22.992 | 0.003 |
| 38.021 | 6 | ||||||
| Exponential | 1.567 | 1 | 0.900 | 53.714 | 0.000 | ||
| 0.029 | 6 | ||||||
| Modulus | Linear | 12,904,038.14 | 1 | 0.948 | 110.273 | 0.000 | |
| 117,019.374 | 6 | ||||||
| Exponential | 1.278 | 1 | 0.997 | 2150.041 | 0.000 | ||
| 0.001 | 6 | ||||||
| Damp–heat treatment | Strength | Linear | 623.422 | 1 | 0.931 | 53.896 | 0.002 |
| 11.567 | 4 | ||||||
| Exponential | 1.027 | 1 | 0.988 | 331.036 | 0.000 | ||
| 0.003 | 4 | ||||||
| Modulus | Linear | 12,499,537.15 | 1 | 0.910 | 40.446 | 0.003 | |
| 309,040.606 | 4 | ||||||
| Exponential | 1.460 | 1 | 0.970 | 128.712 | 0.000 | ||
| 0.011 | 4 | ||||||
| Freeze–thaw cycle | Strength | Linear | 707.240 | 1 | 0.838 | 20.762 | 0.010 |
| 34.063 | 4 | ||||||
| Exponential | 1.806 | 1 | 0.950 | 76.528 | 0.001 | ||
| 0.024 | 4 | ||||||
| Modulus | Linear | 7,966,935.369 | 1 | 0.689 | 8.850 | 0.041 | |
| 900,169.100 | 4 | ||||||
| Exponential | 0.840 | 1 | 0.844 | 21.571 | 0.010 | ||
| 0.039 | 4 | ||||||
| Artificial weathering cycle | Strength | Linear | 515.231 | 1 | 0.818 | 18.003 | 0.013 |
| 28.609 | 4 | ||||||
| Exponential | 0.845 | 1 | 0.931 | 53.719 | 0.002 | ||
| 0.016 | 4 | ||||||
| Modulus | Linear | 6,861,510.934 | 1 | 0.904 | 37.490 | 0.004 | |
| 183,020.239 | 4 | ||||||
| Exponential | 0.509 | 1 | 0.874 | 27.665 | 0.006 | ||
| 0.018 | 4 |
Figure 5Fitting curves for different aging methods of bamboo fiber lunch boxes (a) soil burial degradation; (b) damp–heat treatment; (c) freeze–thaw cycle; and (d) artificial weathering cycle.
Relationship between soil burial degradation and accelerated aging methods.
| Tensile Strength | Aging Time/h | SAF | |||||
|---|---|---|---|---|---|---|---|
| Soil Degradation | Damp–Heat Treatment | Freeze–Thaw | Artificial Weathering Cycle | Damp–Heat Treatment | Freeze–Thaw | Artificial Weathering Cycle | |
| 30 | 119.4 | 16.1 | 43.3 | 52.4 | 7.4 | 2.7 | 2.3 |
| 25 | 172.7 | 24.3 | 71.6 | 84.7 | 7.1 | 2.4 | 2.0 |
| 20 | 237.9 | 34.4 | 106.2 | 124.4 | 6.9 | 2.2 | 1.9 |
| 15 | 322.1 | 47.4 | 150.7 | 175.5 | 6.8 | 2.1 | 1.8 |
| 10 | 440.6 | 65.6 | 213.6 | 247.5 | 6.7 | 2.0 | 1.7 |
| 5 | 643.3 | 96.9 | 321.1 | 370.6 | 6.6 | 2.0 | 1.7 |