1 Introduction
1.1 Physical, morphology and chemical properties
1.2 Response surface method experimental design
2 Experimentation
2.1 Material
2.1.1 Epoxy LY556 and hardener HY951
2.1.2 Properties
Strength gm/tex | Elongation % | Fiber length mm | Moisture | Break force N | Young modulus GPa | Tensile strength MPa | Density g/cm3 | diameter mm |
---|---|---|---|---|---|---|---|---|
28.3 | 14 | 3–5 | 4.8 | 6.1 | 14.2 | 180 | 0.3–0.5 | 0.5 |
Property | Specification | Units | LY556 | HY951 |
---|---|---|---|---|
Viscosity at 25 °C | ISO:12058 | MPa. s | 10,000–12,000 | 10–20 |
Density at 25 °C | ISO:1675 | gm/cc | 1.15–1.20 | 0.97–0.99 |
Flash point | ISO:2719 | °C | > 200 | > 180 |
Physical properties | Dimensionally stable, excellent water resistance, tasteless and non-toxic |
---|---|
chemical properties | Medium viscosity and unmodified liquid epoxy resin based on bisphenol -A |
2.2 Composite preparation
S. no | Specimen name | Bamboo layer 14 cm*15 cm | Bamboo mat weight(gm) | Epoxy (gm) | Hardener (gm) | SiO2 wt.% | SiO2 (gm) |
---|---|---|---|---|---|---|---|
1 | 10A | 1 | 6.1 | 150.4 | 15.3 | 0 | 0 |
2 | 12B | 1 | 5.9 | 150.5 | 15.3 | 2 | 3.1 |
3 | 14C | 1 | 6.0 | 150.3 | 15.2 | 4 | 6.0 |
4 | 20D | 2 | 12.2 | 150.6 | 15.1 | 0 | 0 |
5 | 22E | 2 | 12.3 | 150.1 | 15.4 | 2 | 3.1 |
6 | 24F | 2 | 12.8 | 150.6 | 15.3 | 4 | 6.1 |
7 | 30G | 3 | 18.3 | 150.2 | 15.2 | 0 | 0 |
8 | 32H | 3 | 18.6 | 150.0 | 15.3 | 2 | 3.0 |
9 | 34I | 3 | 18.1 | 150.1 | 15.0 | 4 | 6.1 |
2.3 Apparatus
2.4 Mechanical testing
S. no | Mechanical test name | Apparatus used | Specimen size | Properties measured by the test |
---|---|---|---|---|
1 | Tensile test | ASTM D638 | 115 mm × 19 mm × 5 mm | Tensile strength, young modulus, elongation |
2 | Flexural test (three-point bend test) | ASTM D790 | 127 mm × 12.7 mm × 5 mm | Flexural strength, flexural modulus, |
3 | Impact (Izod) test | ASTM D256 | 12.7 mm × 64 mm × 5 mm | Impact strength, shear strength |
4 | Hardness (barcol) test | ASTM D2583 | 50 mm × 50 mm × 5 mm | Hardness |
2.5 Result of mechanical properties
S. no | Composites | Tensile strength MPa | Flexural strength MPa | Impact strength (Izod test) KJ/m2 | Hardness Barcol |
---|---|---|---|---|---|
1 | 10A | 08.94 | 32.30 | 39.03 | 11 |
2 | 12B | 12.60 | 32.40 | 41.20 | 13 |
3 | 14C | 14.20 | 32.50 | 42.90 | 18 |
4 | 20D | 21.20 | 35.35 | 39.40 | 19 |
5 | 22E | 22.00 | 38.40 | 41.50 | 20 |
6 | 24F | 26.00 | 39.60 | 43.21 | 21 |
7 | 30G | 27.30 | 41.26 | 32.27 | 17 |
8 | 32H | 31.80 | 41.60 | 43.66 | 15 |
9 | 34I | 28.70 | 35.50 | 38.09 | 10 |
Run | Factor 1 | Factor 2 | Response 1 | Response 2 | Response 3 | Response 4 |
---|---|---|---|---|---|---|
A: Bamboo layer | B: SiO2% | Tensile strength | Flexural strength | Impact strength (Izod test) | Hardness | |
MPa | MPa | KJ/m2 | Barcol | |||
1 | 2 | 4 | 26 | 39.6 | 43.21 | 21 |
2 | 1 | 4 | 14.2 | 32.5 | 42.9 | 18 |
3 | 2 | 0 | 21.2 | 35.35 | 38.4 | 19 |
4 | 3 | 4 | 28.7 | 35.5 | 38.09 | 10 |
5 | 1 | 2 | 12.6 | 32.40 | 41.2 | 13 |
6 | 1 | 0 | 8.94 | 32.3 | 39.03 | 11 |
7 | 2 | 2 | 22 | 38.4 | 41.50 | 20 |
8 | 3 | 2 | 31.8 | 41.6 | 43.66 | 15 |
9 | 3 | 0 | 27.3 | 41.26 | 32.27 | 17 |
3 Optimization
3.1 Response surface method (RSM)
3.2 Analysis of variance (ANOVA)
Source | Sum of squares | DoF | Mean Square | F-value | p value | Status |
---|---|---|---|---|---|---|
Model | 6.57 | 5 | 1.31 | 44.00 | 0.0052 | Significant |
A-Bamboo layer | 5.83 | 1 | 5.83 | 195.07 | 0.0008 | |
B- SiO2% | 0.3291 | 1 | 0.3291 | 11.02 | 0.0451 | |
AB | 0.1043 | 1 | 0.1043 | 3.49 | 0.0485 | |
A2 | 0.2833 | 1 | 0.2833 | 9.48 | 0.0542 | |
B2 | 0.0284 | 1 | 0.0284 | 0.9496 | 0.4017 | |
Residual | 0.0896 | 3 | 0.0299 | |||
Cor. total | 6.66 | 8 |
Source | Sum of squares | DoF | Mean Square | F-value | p value | Status |
---|---|---|---|---|---|---|
Model | 0.5008 | 5 | 0.1002 | 27.16 | 0.0106 | Significant |
A-Bamboo layer | 0.4249 | 1 | 0.4249 | 115.23 | 0.0017 | |
B- SiO2% | 0.0069 | 1 | 0.0069 | 1.87 | 0.2649 | |
AB | 0.0548 | 1 | 0.0548 | 14.86 | 0.0308 | |
A2 | 0.0007 | 1 | 0.0007 | 0.1985 | 0.6861 | |
B2 | 0.0135 | 1 | 0.0135 | 3.66 | 0.1517 | |
Residual | 0.0111 | 3 | 0.0037 | |||
Cor. Total | 0.5118 | 8 |
Source | Sum of Squares | DoF | Mean Square | F-value | p value | Status |
---|---|---|---|---|---|---|
Model | 0.8390 | 5 | 0.1678 | 48.93 | 0.0045 | Significant |
A-Bamboo layer | 0.7067 | 1 | 0.7067 | 206.08 | 0.0007 | |
B- SiO2% | 0.0872 | 1 | 0.0872 | 25.43 | 0.0150 | |
AB | 0.0346 | 1 | 0.0346 | 10.10 | 0.0402 | |
A2 | 0.0100 | 1 | 0.0100 | 2.92 | 0.1859 | |
B2 | 0.0005 | 1 | 0.0005 | 0.1398 | 0.7333 | |
Residual | 0.0103 | 3 | 0.0034 | |||
Cor. Total | 0.8493 | 8 |
Source | Sum of squares | DoF | Mean square | F-value | p value | Status |
---|---|---|---|---|---|---|
Model | 1.80 | 5 | 0.3606 | 23.72 | 0.0129 | Significant |
A-Bamboo layer | 1.60 | 1 | 1.60 | 105.31 | 0.0020 | |
B- SiO2% | 0.1517 | 1 | 0.1517 | 9.98 | 0.0509 | |
0.0267 | 0.0267 | 1.76 | 0.2768 | |||
AB | 0.0054 | 1 | 0.0054 | 0.3545 | 0.0335 | |
A2 | 0.0180 | 1 | 0.0180 | 1.18 | 0.3560 | |
B2 | 0.0456 | 1 | 0.0152 | 23.72 | 0.0129 | |
Residual | 1.85 | 3 | 0.3606 | |||
Cor. Total | 1.80 | 8 |