| Literature DB >> 35458370 |
Necar Merah1,2, Farhan Ashraf2, Mian M Shaukat1.
Abstract
Epoxy clay nanocomposites have been proven to have improved mechanical, thermal and physical properties over pristine matrix. Thus, the fields of application of epoxy-clay nanocomposites along with their hybrid glass/carbon fibre reinforced composites have grown tremendously during the last few decades. The present review paper covers the research work performed on epoxy clay nanocomposites. It includes the influence of the processing techniques and parameters on the morphology of the nanocomposite, the methods of characterization and the effects of adding nanoclay on the mechanical and physical properties of composite. The improvements in the liquid barrier properties brought about by the addition of nanoclay platelets to epoxy resin are discussed. The variation of physical and mechanical properties with nanoclay type and content are reviewed along with the effects of moisture uptake on these properties. The advances in the development, characterization and applications of hybrid glass fibre reinforced epoxy-clay nanocomposites are discussed. Findings of the research work on the influence of nanoclay addition and exposure to water laden atmospheres on the behaviour of the hybrid glass fibre epoxy-nanoclay composites are presented. Finally, the potential health and environmental issues related to nanomaterials and their hybrid composites are reviewed.Entities:
Keywords: epoxy; hybrid glass fibre glass epoxy–nanoclay composite; nanoclay; nanocomposite
Year: 2022 PMID: 35458370 PMCID: PMC9027511 DOI: 10.3390/polym14081620
Source DB: PubMed Journal: Polymers (Basel) ISSN: 2073-4360 Impact factor: 4.967
Figure 1Epoxy group.
Figure 2The structure of a 2-D layered silicate. Reproduced from [34] with permission from Elsevier. (Copyright 2022, Elsevier).
Figure 3Structure of composites arising from the intercalation of layered silicates and polymers: Ref. [35]. Reproduced from [34] with permission from Elsevier. (Copyright 2022, Elsevier).
Figure 4TEM images of (a) exfoliation and (b) intercalation structure of DGEBA-MDA and DGEBA-DDS systems respectively. Scale bar corresponds to 20 nm [63]. Reproduced from [63] with permission from ACS Publications.
Figure 5Variation of percent weight gain (water) with the square root of exposure time [29]. ((2013, Springer Nature).
Comparison of tensile properties of pristine epoxies and nanocomposites with organoclay modifiers.
| Sample | Tensile Strength, MPa | Elasticity | Fracture Strain, % | Reference |
|---|---|---|---|---|
| Pristine DGEBA | 80 | 2.54 | 6.02 | [ |
| Pristine EPON 828RS | 62.5 | 3.03 | 7.8 | [ |
| 2% I.30 | 79.3 (−0.9) | 2.85 (+12.2) | 4.8 (−20.3) | [ |
| 1% I.30E | 60.6 (−3) | 3.1 (+2.3) | 5.9 (−24.3) | [ |
| 3% I.30E | 69.7 (+11.5) | 3.33 (+10.0) | 6.4 (−17.9) | [ |
| 2%I.28E | 55.4 (−24.6) | 2.85 (+12.2) | 2.49 (−58.8) | [ |
| 3% I.28E | 57.5 (−8.0) | 3.03 (0) | 6.0 (−23.1) | [ |
| 2% C10A | 49.8 (−37.5) | 3.09 (+21.6) | 1.83 (−69.6) | [ |
| 3% C10A | 44.2 (−13.3) | 3.08 (+1.7) | 3.5 (−55.1) | [ |
| 2% C15A | 77.9 (−2.6) | 2.96 (+16.5) | 4.56 (−24.3) | [ |
| 3% C15A | 53.1 (−9.8) | 2.96 (+2.3) | 4.6 (−41.0) | [ |
Figure 6Effects of I.30E clay loading on the (a) the tensile strength and (b) the modulus of elasticity and fracture strain of DGEBA epoxy from [29]. (2013, Springer Nature).
Effects of mixing technique and I.30E clay content on the tensile properties of epoxy.
| Type of Organically Modified Nanoclay | Mixing Technique | Clay Loading (wt%) | % Change in Tensile Strength | % Change in Tensile Modulus | % Change in Fracture Strain | Reference |
|---|---|---|---|---|---|---|
| Octadecyl ammonium (I.30E) | High Shear Mixing | 1 | +7.0 | +6.6 | −13.6 | [ |
| 2 | −0.5 | +12.2 | −21.9 | |||
| 3.5 | −8.2 | +18.1 | −41.8 | |||
| 5 | −28.4 | +34.6 | −70.1 | |||
| 10 | −23.7 | +40.9 | −66.7 | |||
| 2 | −0.9 | +11.4 | −18 | [ | ||
| 3 | −16 | +22 | −45 | |||
| 5 | −31 | +31 | −66 | |||
| 10 | −29 | +31 | −63 | |||
| Mechanical Stirring | 2 | −11.58 | −11.19 | −4.5 | [ | |
| 5 | −20.22 | +3.9 | −36.6 | |||
| 10 | −23.75 | +10.85 | −40.4 | |||
| 1 | −3.04 | +2.29 | −24.3 | [ | ||
| 3 | +11.5 | +10.0 | −17.9 | |||
| 6 | −10.72 | +13.83 | −52.6 | |||
| 10 | −31.04 | +20.06 | −69.2 |
Figure 7Effect of water uptake on flexural strength of GFRE and GFRE-nc at room temperature (RT) an 80 °C: (Zero (0) on the abscissa represents glass fibre reinforced epoxy with no clay addition).