| Literature DB >> 35215699 |
Branimir Jambreković1, Emi Govorčin Bajsić2, Nikola Španić1, Tomislav Sedlar1, Tomislav Sinković1.
Abstract
The modification of wood and its surface is one of the challenges that is being perfected with the aim of transitioning to sustainable management. This study investigated the dynamic mechanical and thermal behaviour of unmodified and styrene modified fir wood (Abies alba Mill.). Styrene monomer was chosen and impregnated into the porous structure of fir wood by reversible addition-fragmentation chain transfer (RAFT) polymerisation. Attenuated total reflection Fourier-transform infrared spectroscopy (FTIR-ATR), dynamic mechanical analysis (DMA), and thermogravimetric analysis (TGA) were employed to characterise the chemical structure, viscoelastic properties, and thermal stability of unmodified and modified (surface-modified) wood. All tests have to be regarded as being preliminary due to the small number of specimens. Fourier transform infrared analysis showed evidence of the phenyl group from styrene at 700 cm-1. DMA results showed that the modified wood caused an increase in the glass transition temperature relative to the unmodified wood. In addition, modification with styrene improves thermal stability, as revealed by thermogravimetric analysis (TGA).Entities:
Keywords: DMA; FTIR-ATR; TGA; chemical modification; fir wood (Abies alba Mill.); grafting modification surface
Year: 2022 PMID: 35215699 PMCID: PMC8877626 DOI: 10.3390/polym14040786
Source DB: PubMed Journal: Polymers (Basel) ISSN: 2073-4360 Impact factor: 4.329
Figure 1Photograph of polymerisation.
Figure 2Modified fir wood samples.
Figure 3FTIR spectra of unmodified (black curve) and styrene modified (blue curve) fir wood (Sample 1).
Figure 4Temperature dependencies of loss modulus, E″, of unmodified and modified fir wood (a) Sample 1; (b) Sample 2.
Results of the dynamic mechanical analysis on unmodified and modified fir wood samples.
| Fir Wood | Temperature (°C) | Amplitude (mm) | E′ (GPa) | Tg from E″ of Wood | Tg from tan δ of Wood | Tg from E″ PS (°C) | Tg from tan δ PS (°C) |
|---|---|---|---|---|---|---|---|
| Unmodified | |||||||
| E′ initial = 15.5 | |||||||
| Sample 1 | −50 to 150 | 0.3 | E′ final = 11.5 | 93.1 | 107.4 | - | - |
| E′ (40 °C) = 14.8 | |||||||
| E′ initial = 13.0 | |||||||
| Sample 2 | −50 to 150 | 0.4 | E′ final = 8.7 | 89.6 | 104.9 | - | - |
| E′ (40 °C) = 12.0 | |||||||
| Modified | |||||||
| E′ initial = 16.3 | |||||||
| Sample 1 | −50 to 150 | 0.4 | E′ final = 10.3 | 80.6 | 77.9 | 123.8 | 124.4 |
| E′ (40 °C) = 15.0 | |||||||
| E′ initial = 16.8 | |||||||
| Sample 2 | −50 to 150 | 0.3 | E′ final = 12.0 | 83.7 | 79.8 | 125.0 | 125.2 |
| E′ (40 °C) = 15.2 |
Figure 5Temperature dependencies of tan δ, of unmodified and modified fir wood (a) Sample 1; (b) Sample 2.
Figure 6Temperature dependencies of storage modulus, E′, of unmodified and modified fir wood (a) Sample 1; (b) Sample 2.
Figure 7DTG (a) and TG (b) curves of unmodified and modified fir wood.
TGA results of the unmodified and modified fir wood.
| Fir Wood | Ti (°C) | Tf (°C) | Tmax1 (°C) | Tmax2 (°C) | Tmax3 (°C) | Residue at 800 °C (%) |
|---|---|---|---|---|---|---|
| Unmodified | 289.3 | 400.4 | 72.2 | 379.9 | - | 17.27 |
| Modified | 312.3 | 423.5 | 70.1 | 377.0 | 440.3 | 19.13 |
Ti—initial decomposition temperature; Tf—final decomposition temperature; Tmax—temperature of a maximum rate of weight loss.