| Literature DB >> 30081493 |
Said Arévalo-Alquichire1,2, Maria Morales-Gonzalez3, Luis E Diaz4, Manuel F Valero5.
Abstract
Polyurethanes are materials with a strong structure-property relationship. The goal of this research was to study the effect of a polyol blend composition of polyurethanes on its properties using a mixture design and setting mathematic models for each property. Water absorption, hydrolytic degradation, contact angle, tensile strength hardness and modulus were studied. Additionally, thermal stability was studied by thermogravimetric analysis. Area under the curve was used to evaluate the effect of polyol blend composition on thermal stability and kinetics of water absorption and hydrolytic degradation. Least squares were used to calculate the regression coefficients. Models for the properties were significant, and lack of fit was not (p < 0.05). Fit statistics suggest both good fitting and prediction. Water absorption, hydrolytic degradation and contact angle were mediated by the hydrophilic nature of the polyols. Tensile strength, modulus and hardness could be regulated by the PE content and the characteristics of polyols. Regression of DTG curves from thermal analysis showed improvement of thermal stability with the increase of PCL and PE. An ANOVA test of the model terms demonstrated that three component influences on bulk properties like water absorption, hydrolytic degradation, hardness, tensile strength and modulus. The PEG*PCL interaction influences on the contact angle, which is a surface property. Mixture design application allowed for an understanding of the structure-property relationship through mathematic models.Entities:
Keywords: design of experiment; mixture design; polyol; polyurethane; structure-properties relationship
Mesh:
Substances:
Year: 2018 PMID: 30081493 PMCID: PMC6222905 DOI: 10.3390/molecules23081942
Source DB: PubMed Journal: Molecules ISSN: 1420-3049 Impact factor: 4.411
Figure 1Representative infrared spectra of polyurethanes with different combination of polyols. (S1) PCL and PE, (S6) PCL, PEG and PE, and (S14) PEG and PE.
Equations representing the models for the five properties studied.
| Property | Units | Model Equation |
|---|---|---|
| Thermal Stability (Th) | 1/°C | Th = 5.134 × PEG + 5.700 × PCL + 4.707 × PE |
| Water Absorption (WA) | % | 1/sqrt(WA) = 0.047 × PEG + 0.534 × PCL + 7.872 × PE − 0.101 × PEG × PCL − 7.233 × PEG × PE − 6.928 × PCL × PE − 10.499 × PEG × PCL × PE |
| Contact Angle (CA) | ° | CA = 2.09 × PEG + 110.073 × PCL + 220.13 × PE − 75.353 × PEG × PCL + 469.808 × PEG × PE − 182.699 × PCL × PE |
| Hydrolytic degradation (Deg) | % | sqrt(Deg) = −1.077 × PEG − 3.884 × PCL − 455.857 × PE + 23.734 × PEG × PCL + 585.13 × PEG × PE + 557.423 × PCL × PE − 278.709 × PEG × PCL × PE |
| Water Absorption kinetics (KWA) | h | KWA = 28,562.969 × PEG + 3753.102 × PCL + 530,986.252 × PE − 43,858.222 × PEG × PCL − 835,976.018 × PEG × PE − 624,450.94 × PCL × PE + 523,435.575 × PEG × PCL × PE |
| Hydrolytic degradation kinetics (Kdeg) | h | Kdeg = −525.686 × PEG − 2362.406 × PCL − 300,106.634 × PE + 14,011.812 × PEG × PCL + 383,372.797 × PEG × PE + 358,429.093 × PCL × PE − 197,168.276 × PEG × PCL × PE |
| Tensile strength (TS) | Mpa | sqrt(TS) = 0.899 × PEG − 0.123 × PCL + 77.941 × PE + 7.793 × PEG × PCL − 86.277 × PEG × PE − 55.399 × PCL × PE − 85.572 × PEG × PCL × PE |
| Modulus (E) | MPa | E = −0.012 × PEG − 0.043 × PCL − 0.912 × PE + 0.228 × PEG × PCL + 1.184 × PEG × PE + 2.145 × PCL × PE − 2.659 × PEG × PCL × PE |
| Hardness (HD) | Shore A | HD = −21.324 × PEG + 0.643 × PCL − 4231.919 × PE + 372.187 × PEG × PCL + 5662.460 × PEG × PE + 5682.430 × PCL × PE − 3878.500 × PEG × PCL × PE |
ANOVA test of model regression for water absorption, contact angle and hydrolytic degradation.
| Source | Water Absorption | Contact Angle | Hydrolytic Degradation | |||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| SS | DF | MS | F | SS | DF | MS | F | SS | DF | MS | F | |||||||
| Model | 6 × 10−1 | 6 | 1 × 10−1 | 3 × 102 | <0.0001 | a | 5 × 103 | 5 | 1 × 103 | 4 × 101 | 2 × 10−5 | a | 6 × 101 | 6 | 1 × 101 | 1 × 102 | 1 × 10−7 | a |
| Linear Mixture | 5 × 10−1 | 2 | 2 × 10−1 | 8 × 102 | <0.0001 | a | 4 × 103 | 2 | 2 × 103 | 7 × 101 | 7 × 10−6 | a | 5 × 101 | 2 | 3 × 101 | 3 × 102 | 9 × 10−9 | a |
| PEG*PCL | 1 × 10−1 | 1 | 1 × 10−1 | 3 × 102 | <0.0001 | a | 5 × 102 | 1 | 5 × 102 | 2 × 101 | 3 × 10−3 | a | 1 | 1 | 1 | 1 × 101 | 5 × 10−3 | a |
| PEG*PE | 3 × 10−4 | 1 | 3 × 10−4 | 8 × 10−1 | 4 × 10−1 | 1 × 10−1 | 1 | 1 × 10−1 | 6 × 10−3 | 9 × 10−1 | 1 × 10−1 | 1 | 1 × 10−1 | 1 | 3 × 10−1 | |||
| PCL*PE | 3 × 10−4 | 1 | 3 × 10−4 | 8 × 10−1 | 4 × 10−1 | 2 × 10−2 | 1 | 2 × 10−2 | 8 × 10−4 | 1 | 9 × 10−2 | 1 | 9 × 10−2 | 9 × 10−1 | 4 × 10−1 | |||
| PEG*PCL*PE | 7 × 10−3 | 1 | 7 × 10−3 | 2 × 101 | 1 × 10−3 | A | - | - | - | - | - | 5 | 1 | 5 | 5 × 101 | 6 × 10−5 | a | |
| Residual | 3 × 10−3 | 9 | 3 × 10−4 | 2 × 102 | 8 | 3 × 101 | 9 × 10−1 | 9 | 1 × 10−1 | |||||||||
| Lack of Fit | 4 × 10−4 | 2 | 2 × 10−4 | 6 × 10−1 | 6 × 10−1 | b | 6 | 1 | 6 | 2 × 10−1 | 7 × 10−1 | b | 3 × 10−2 | 2 | 1 × 10−2 | 1 × 10−1 | 9 × 10−1 | b |
| Pure Error | 2 × 10−3 | 7 | 3 × 10−4 | 2 × 102 | 7 | 3 × 101 | 9 × 10−1 | 7 | 1 × 10−1 | |||||||||
| Total | 6 × 10−1 | 15 | 5 × 103 | 13 | 6 × 101 | 15 | ||||||||||||
a: Significant at the 95% level; b: Not significant at the 95% level; DF: Degrees of freedom; SS: Sum of squares; MS: Mean square; F: Ratio.
ANOVA test of model regression for thermal stability, water absorption kinetics and hydrolytic degradation kinetics.
| Source | Thermal Stability | Water Absorption Kinetics | Hydrolytic Degradation Kinetics | |||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| SS | DF | MS | F | SS | DF | MS | F | SS | DF | MS | F | |||||||
| Model | 6 × 10−1 | 2 | 3 × 10−1 | 9 × 101 | 4 × 10−8 | a | 2 × 108 | 6 | 3 × 107 | 2 × 103 | 5 × 10−12 | a | 3 × 107 | 6 | 6 × 106 | 3 × 102 | 6 × 10−10 | a |
| Linear Mixture | 6 × 10−1 | 2 | 3 × 10−1 | 9 × 101 | 4 × 10−8 | a | 1 × 108 | 2 | 5 × 107 | 3 × 103 | 2 × 10−12 | a | 3 × 107 | 2 | 2 × 107 | 9 × 102 | 5 × 10−11 | a |
| PEG*PCL | - | - | - | - | - | 6 × 106 | 1 | 6 × 106 | 4 × 102 | 4 × 10−8 | a | 3 × 106 | 1 | 3 × 106 | 1 × 102 | 8 × 10−7 | a | |
| PEG*PE | - | - | - | - | - | 1 × 105 | 1 | 1 × 105 | 8 | 2 × 10−2 | 4 × 104 | 1 | 4 × 104 | 2 | 2 × 10−1 | |||
| PCL*PE | - | - | - | - | - | 2 × 104 | 1 | 2 × 104 | 1 | 3 × 10−1 | 3 × 104 | 1 | 3 × 104 | 2 | 2 × 10−1 | |||
| PEG*PCL*PE | - | - | - | - | - | 1x 107 | 1 | 1 × 107 | 9 × 102 | 2 × 10−9 | 3 × 106 | 1 | 3 × 106 | 1 × 102 | 9 × 10−7 | a | ||
| Residual | 4 × 10−2 | 12 | 3 × 10−3 | 1 × 105 | 8 | 1 × 104 | 2 × 105 | 9 | 2 × 104 | |||||||||
| Lack of Fit | 2 × 10−2 | 6 | 4 × 10−3 | 1 | 5 × 10−1 | b | 4 × 104 | 2 | 2 × 104 | 1 | 3 × 10−1 | b | 3 × 104 | 2 | 1 × 104 | 8 × 10−1 | 5 × 10−1 | b |
| Pure Error | 2 × 10−2 | 6 | 3 × 10−3 | 8 × 104 | 6 | 1 × 104 | 1 × 105 | 7 | 2 × 104 | |||||||||
| Total | 7 × 10−1 | 14 | 2 × 108 | 14 | 3 × 107 | 15 | ||||||||||||
a: Significant at the 95% level; b: Not significant at the 95% level; DF: Degrees of freedom; SS: Sum of squares; MS: Mean square; F: Ratio.
ANOVA of model regression of tensile strength, modulus and hardness.
| Source | Tensile Strength | Modulus | Hardness | |||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| SS | DF | MS | F | SS | DF | MS | F | SS | DF | MS | F | |||||||
| Model | 6 | 6 | 9 × 10−1 | 4 × 101 | 4 × 10−6 | a | 5.4 × 10−3 | 6 | 9 × 10−4 | 2.9 × 102 | <0.0001 | a | 2 × 103 | 6 | 4 × 102 | 5 × 101 | 2 × 10−6 | a |
| Linear Mixture | 4 | 2 | 2 | 9 × 101 | 1 × 10−6 | a | 4 × 10−3 | 2 | 2 × 10−3 | 6.4 × 102 | <0.0001 | a | 8 × 102 | 2 | 4 × 102 | 6 × 101 | 8 × 10−6 | a |
| PEG*PCL | 5 × 10−2 | 1 | 5 × 10−2 | 2 | 2 × 10−1 | 1 × 10−4 | 1 | 1 × 10−4 | 3.6 × 101 | 2 × 10−4 | a | 2 × 101 | 1 | 2 × 101 | 3 | 1 × 10−1 | ||
| PEG*PE | 2 × 10−2 | 1 | 2 × 10−2 | 1 | 3 × 10−1 | 1 × 10−3 | 1 | 1 × 10−3 | 4.3 × 10−1 | 5. × 10−1 | 4 | 1 | 4 | 6 × 10−1 | 5 × 10−1 | |||
| PCL*PE | 2 × 10−2 | 1 | 2 × 10−2 | 7 × 10−1 | 4 × 10−1 | 6 × 10−5 | 1 | 6 × 10−5 | 1.8 × 10−2 | 8.9 × 10−1 | 4 | 1 | 4 | 6 × 10−1 | 5 × 10−1 | |||
| PEG*PCL*PE | 5 × 10−1 | 1 | 5 × 10−1 | 2 × 101 | 1 × 10−3 | b | 5 × 10−4 | 1 | 5 × 10−4 | 1.4 × 102 | <0.0001 | a | 1 × 103 | 1 | 1 × 103 | 1 × 102 | 1 × 10−6 | a |
| Residual | 2 × 10−1 | 9 | 2 × 10−2 | 0.0000 | 9 | 3 × 10−3 | 7 × 101 | 9 | 7 | |||||||||
| Lack of Fit | 5 × 10−2 | 2 | 3 × 10−2 | 1 | 4 × 10−1 | b | 3 × 10−3 | 2 | 2 × 10−3 | 4.6 × 10−1 | 6.5 × 10−1 | b | 2 × 101 | 2 | 1 × 101 | 2 | 2 × 10−1 | b |
| Pure Error | 1 × 10−1 | 7 | 2 × 10−2 | 0.0000 | 7 | 4 × 10−3 | 4 × 101 | 7 | 6 | |||||||||
| Total | 6 | 15 | 5.4 × 10−3 | 15 | 2 × 103 | 15 | ||||||||||||
a: Significant at the 95% level; b: Not significant at the 95% level; DF: Degrees of freedom; SS: Sum of squares; MS: Mean square; F: Ratio.
Figure 2Ternary contour plots of (A) Water absorption (%); (B) Hydrolytic degradation (%); (C) Contact angle (°).
Figure 3Ternary contour plot of area under the curve of (A) Water absorption kinetics (h); (B) hydrolytic degradation kinetics (h) and (C) First derivate of thermogravimetric analysis (1/°C).
Figure 4Derivate thermogravimetric curves for different polyol blend combinations (A) Comparison of DTGs from the extremes and middle design points; (B) DTGs of design points where PCL is the major component; (C) DTGs of middle design points and (D) DTGs of design points where PEG is the major component.
Onset temperatures of PUs synthetized.
| Sample | Onset Temperature (°C) |
|---|---|
| S1 | 273.21 |
| S2 | 276.84 |
| S3 | 264.15 |
| S4 | 263.92 |
| S5 | 274.08 |
| S6 | 262.17 |
| S7 | 254.05 |
| S8 | 268.65 |
| S9 | 260.56 |
| S10 | 253.74 |
| S11 | 258.31 |
| S12 | 264.82 |
| S13 | 262.20 |
| S14 | 261.75 |
| S15 | 225.60 |
| S16 | 263.08 |
Figure 5Ternary contour plots of (A) Modulus in MPa; (B) Tensile strength in MPa and (C) Shore A Hardness as function of PEG, PCL and PE mass fraction.
Variation ranges in experimental design for polyurethanes synthesis.
| Blend Component | Lower Limit * | Upper Limit * |
|---|---|---|
| PEG | 0.000 | 0.900 |
| PCL | 0.000 | 0.900 |
| PE | 0.050 | 0.100 |
* Mass fraction.
Description of mixture design for the study of polyol blend composition.
| Polyol Blend | Type | Sample Name | PEG * | PCL * | PE * | Note |
|---|---|---|---|---|---|---|
| Binary | Vertex | S1 | 0.000 | 0.900 | 0.100 | |
| Binary | Vertex | S2 | 0.000 | 0.900 | 0.100 | Repetition of S1 |
| All components | Edge centroid | S3 | 0.025 | 0.900 | 0.075 | |
| All components | Vertex | S4 | 0.050 | 0.900 | 0.050 | |
| All components | Vertex | S5 | 0.050 | 0.900 | 0.050 | Repetition of S4 |
| All components | Edge centroid | S6 | 0.450 | 0.450 | 0.100 | |
| All components | Edge centroid | S7 | 0.450 | 0.450 | 0.100 | Repetition of S6 |
| All components | Edge centroid | S8 | 0.450 | 0.450 | 0.100 | Repetition of S6 |
| All components | Overall centroid | S9 | 0.463 | 0.463 | 0.075 | |
| All components | Edge centroid | S10 | 0.475 | 0.475 | 0.050 | |
| All components | Edge centroid | S11 | 0.475 | 0.475 | 0.050 | Repetition of S10 |
| Binary | Vertex | S12 | 0.900 | 0.000 | 0.100 | |
| Binary | Vertex | S13 | 0.900 | 0.000 | 0.100 | Repetition of S12 |
| Binary | Vertex | S14 | 0.900 | 0.000 | 0.100 | Repetition of S12 |
| All components | Edge centroid | S15 | 0.900 | 0.025 | 0.075 | |
| All components | Vertex | S16 | 0.900 | 0.050 | 0.050 | |
| Check Point | C1 | 0.571 | 0.33 | 0.099 | ||
| Check Point | C2 | 0.815 | 0.091 | 0.094 | ||
| Check Point | C3 | 0.796 | 0.107 | 0.097 |
* Mass fraction.