A Review on the Aging Behavior of BADGE-Based Epoxy Resin
Abstract
1. Introduction
2. Artificial Accelerated Aging Test
3. Aging Performance of BADGE-Based Epoxy Resin
3.1. Thermal Oxidative Aging
3.2. Hot and Humid Aging
3.3. Photochemical Oxidative Aging
4. Aging Performance of Filled BADGE-Based Epoxy Resin
5. Aging Performance of BADGE-Based Composite (FRP)
6. Aging Durability Prediction
6.1. Arrhenius Method
6.2. Other Aging Durability Prediction Methods
7. Conclusions
- During service, BADGE-based epoxy resin is susceptible to various environmental factors (such as temperature, air, rain, ultraviolet light, and corrosive media), leading to different aging phenomena. These factors result in changes to the microstructure, mechanical properties, and dynamic mechanical performance—for example, molecular chain breakage and weakening of the crosslinked structure after aging; the tensile strength, flexural strength, etc., may decrease by more than 30%; and the Tg shows a decline—thereby affecting its durability. Researching different forms of aging provides valuable insights into assessing the service life of BADGE-based epoxy resin. However, current research has predominantly considered aging factors in isolation, and there is a scarcity of studies investigating the aging performance of materials under the coupling effects of multiple factors.
- Adding fillers to BADGE-based epoxy resin as a matrix can improve the aging performance of composites, such as increasing the Tg and reducing weight loss, and also reduce costs. However, this often leads to a decrease in mechanical properties. For instance, the addition of fillers may increase the water absorption rate of the material and reduce its elastic modulus, compressive strength, and tensile strength. The performance changes are related to the type and characteristics of the fillers. Therefore, exploring the optimal filler content that maintains the material’s aging performance within acceptable limits is essential. Currently, the fillers used are primarily inorganic materials such as SiO2, Al2O3, and fly ash. In future research, other types of fillers should also be investigated to expand the scope of material improvement.
- Compared to pure BADGE-based epoxy resin, fiber-reinforced BADGE composites show improved aging resistance, with enhanced tensile properties and stiffness. The interfacial bonding effect between fibers and the resin matrix exhibits a significant positive correlation with the composites’ anti-aging performance. However, there has been limited focus on the aging of the resin–fiber interface. It is crucial to understand the degradation of the internal interface that occurs during the aging process.
- The prediction of the performance of BADGE-based epoxy resin after aging is primarily based on accelerated aging tests and empirical formulae to establish aging models; however, these models lack validation through long-term natural aging test data. Therefore, there may be significant errors in the prediction.
- Conduct natural aging tests on BADGE-based epoxy resin and epoxy resin-based composites under multiple factors. Most studies focus on the aging behavior of materials under heat–oxygen, wet–heat, and photo-oxygen conditions. However, the real-world environments of materials are far more complex, involving multiple conditions acting together. Therefore, aging studies incorporating multifactor coupling more accurately reflect the actual aging process of materials, and the results can provide a more precise analysis of their durability.
- Design natural aging tests under real environmental conditions. Artificial aging tests still differ significantly from natural environments, meaning the material degradation results obtained through these tests may have some degree of error. The aging models built from such data must also be validated and adjusted using long-term natural aging data. However, there is a lack of research on natural aging, and it is essential to conduct long-term studies on natural aging to analyze the aging process and predict the durability of materials, such as BADGE-based epoxy resin, more systematically.
- Establish a relationship between artificial and natural aging tests. Natural aging tests are unsuitable for large-scale aging studies. It is possible to compare the data of material degradation under similar aging conditions in both natural and accelerated aging environments. This comparison could help establish a correlation between the two methods, allowing for quick, convenient, and accurate determination of material aging performance.
- Research modification methods for BADGE-based epoxy resin and the interface performance between the modified matrix and the added materials. As aging progresses and the interface degrades, the material’s durability can be affected. However, there has been limited research on the interface between the matrix and added materials, so this area should be prioritized. Additionally, other effective modification methods should be explored to promote the development of BADGE-based epoxy resins.
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
References
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Aging Test Category | Main Test Environmental Parameters | Test Purpose or Application |
---|---|---|
Thermo-oxidative aging | Temperature: 70–180 °C; oxygen concentration: around 21%. | Evaluate the durability and life of materials in high-temperature and oxygen environments. |
Hygrothermal aging | Temperature: 40–85 °C; relative humidity (RH): 60–95%. | To evaluate the durability and service life of materials under a high-temperature and high-humidity environment. |
Photo-oxidation aging | Oxygen concentration: around 21%; light intensity and wavelength: variable; temperature: room temperature. | Study of material performance changes under solar light and oxygen exposure. |
Physical and chemical aging | Stress and chemical substances are determined based on practical applications. | Evaluate the durability and service life of epoxy resins and their composites. |
Electrical–thermal aging | Temperature and current: range should be determined according to the application environment. | The durability of materials in an electrothermal environment is simulated with different temperatures and currents. |
Salt fog aging | Temperature: 35–50 °C; RH: ≥95%; salt spray concentration: 5–10%. | Simulate salt spray corrosion in marine environments to test the material’s corrosion resistance. |
Thermal cycling aging | Temperature cycle: high-temperature and low-temperature cycle. | Study the material’s relevant performance changes under temperature cycling. |
Oxygen exposure aging | High-oxygen environment, according to the application environment. | Evaluate the material’s oxidation stability in a high-oxygen environment. |
Electron beam irradiation | Irradiation using high-energy electron beams. | Study the performance changes in materials under a radiation environment. |
Component | Environment | Water Absorption | Performance Change | Ref. |
---|---|---|---|---|
BADGE/PEI | 70 °C, RH 75% for 34 d | The water absorption increased rapidly in the first 14 d and then stabilized, and the water absorption rate is 1.55% | Tg decreased by 5 °C; the flexural modulus decreased by 35% in the first 7 d and then stabilized; the bending strength was reduced by 31%. | [30] |
BADGE/DEA | Wet–heat cycle 625 times at 25, 100, 180 °C and RH 100% | — | The flexural strength decreases by 16.5% and 39% at 100 °C and 180 °C, respectively; the stiffness changes are similar, approximately 11–33% lower. | [31] |
BADGE/AA | 20 °C, RH 100%, 2 years | The water absorption is fast in the early stage and then tends to be stable; the maximum water absorption is 5% | The tensile properties decrease with time and reduce by 25% after 2 years. | [32] |
BADGE/DDS | 80 °C, RH 90%, 900 h | In the early stage, the growth rate is fast, with a balance of 5.15% | The tensile strength decreased by 40%, and the storage modulus decreased by 38.8%. | [33] |
BADGE/PA | One-year atmospheric environmental aging experiment | — | The shear strength decreases exponentially, with a maximum decrease of 53.1%. The tensile strength decreases linearly and decreases by 50% after one year. | [34] |
Component | Aging Form | Performance Changes Due to Post-Curing | Ref. |
---|---|---|---|
Epoxy resins BADGE/PA | Thermo-oxidative aging | The shear strength increases in the first 5 days of aging and then decreases continuously; the higher the temperature, the greater the decrease. | [22] |
BADGE/DETA | Thermo-oxidative aging | The tensile strength and stiffness at 60 °C increase by 7 days before aging, and the stiffness increases by about 15%. | [24] |
BADGE/DDS | Thermo-oxidative aging | When the temperature is within 40–140 °C, the post-curing increases the bending strength. | [51] |
BADGE/DEA | Photo-oxidation aging | The curing degree reaches the maximum after 7 d of aging, and the tensile and flexural strength reach the peak on the 7th day, which increase by 6.2% and 6.7%, respectively; the tensile modulus rises to the peak on the 3rd day, increasing by 4.1%, and then shows a decreasing trend. | [45] |
BADGE/EDA | Thermo-oxidative aging | A post-curing phenomenon at higher temperatures (80, 90 °C) strengthens the flexural strength. | [52] |
MIX ID | Conditioned (RH 98%) | ||||||||
---|---|---|---|---|---|---|---|---|---|
RT | 40 °C | 60 °C | |||||||
1000 | 2000 | 3000 | 1000 | 2000 | 3000 | 1000 | 2000 | 3000 | |
Compressive strength retention (%) | |||||||||
F0 | 100 | 98.03 | 96.17 | 97.59 | 96.39 | 93.87 | 94.97 | 92.78 | 91.14 |
F20 | 100 | 97.11 | 96.00 | 98.11 | 95.77 | 94.44 | 96.77 | 94.99 | 92.66 |
F40 | 100 | 99.22 | 97.76 | 98.65 | 97.76 | 96.86 | 97.65 | 96.52 | 95.40 |
F60 | 100 | 97.72 | 96.29 | 99.29 | 96.58 | 95.44 | 97.29 | 95.58 | 93.44 |
Tensile strength retention (%) | |||||||||
F0 | 100 | 97.64 | 95.54 | 97.64 | 96.06 | 93.18 | 94.49 | 93.18 | 89.76 |
F20 | 100 | 96.89 | 96.19 | 96.19 | 95.50 | 92.73 | 94.46 | 92.73 | 91.00 |
F40 | 100 | 98.25 | 95.80 | 96.75 | 95.10 | 93.01 | 94.76 | 91.96 | 91.26 |
F60 | 100 | 98.55 | 96.62 | 97.10 | 94.20 | 93.82 | 94.69 | 92.27 | 91.30 |
Flexural strength retention (%) | |||||||||
F0 | 100 | 97.33 | 93.93 | 98.62 | 94.85 | 91.82 | 95.77 | 92.92 | 88.88 |
F20 | 100 | 95.57 | 94.41 | 98.46 | 95.57 | 92.68 | 95.38 | 92.87 | 89.02 |
F40 | 100 | 97.41 | 94.81 | 99.53 | 94.58 | 94.10 | 96.93 | 94.10 | 90.57 |
F60 | 100 | 96.21 | 94.95 | 98.11 | 94.64 | 94.01 | 95.27 | 94.32 | 91.17 |
Fiber Type | Dosage | Aging Form | Aging Properties of BADGE | Aging Properties of Fiber-BADGE | Ref. |
---|---|---|---|---|---|
Glass fiber | 47 wt% glass fiber | Chemical aging | The tensile strength decreases with an increase in aging time; the E change is insignificant at approximately 0.45 GPa. | The tensile strength has been dramatically improved and remains superior to that of the resin after aging. The E is 2.8 GPa. | [74] |
Carbon nanofibers | 0.25–2 wt% carbon nanofibers | Hygrothermal aging | Temperature promotes moisture absorption, and the trend conforms to Fick’s law. The tensile strength, E, and δ decrease gradually; Tg decreases by 25.6%. | Water absorption is lower than that of the resin. The tensile strength, E, and δ after aging at 0.5 wt% are 18.4%, 7.5%, and 11.6% higher than those of the resin, and the Tg is 65.3 °C. | [75] |
Glass fiber | The fiber volume content is 55 ± 5%. | Photo-oxidation aging | The color changes noticeably, and the mass loss rate is 0.32%. The tensile and flexural strengths of the aged material at 28 days are 54.9 and 89.8 MPa, respectively, which represent a decrease of 2.3% and 2%. | Fiber delays the oxidation of materials, and its tensile and flexural strength are much higher than those of epoxy resin. Tg decreased less than that of resin. | [45] |
Carbon fiber | The fiber volume content is 58% | Hygrothermal aging | Water absorption conforms to Fick’s law and stabilizes at 1.1%; as the aging process develops, the density gradually decreases. | Flexural and impact strength are strengthened, with values of 760 MPa and 310 J/m2, respectively, after aging, which decreases by 5.4% and 19%. | [76] |
Material | Aging Form | Model | Index | Prediction Result | Ref. |
---|---|---|---|---|---|
BADGE and filled BADGE | Hygrothermal aging | Arrhenius | Tensile, flexural, and compressive strength | After aging at 30 °C for 100 years, the strength retention rate is above 70%. | [68] |
BADGE-based GFRP | Hygrothermal aging | Arrhenius | Tensile strength | After 100 years of service at 3, 10, and 20 °C, the strength retention rates are 65%, 61%, and 50%, respectively. | [90] |
BADGE-based CFRP | Hygrothermal aging | Generalized Eyring | Shear strength | Based on the failure criterion of a 30% loss of shear strength, the storage life at 20 °C and 60% RH is 31 years. | [95] |
BADGE-based CFRP | Hygrothermal aging | Generalized Eyring | Flexural strength | Taking a 30% decrease in flexural strength as the failure criterion, the life at 20 °C and RH 90% is 11.4 years. | [96] |
BADGE-based GFRP | Chemical aging | Arrhenius | Tensile strength | After 200 years of aging in an alkaline solution at 10 °C and 30 °C, the tensile strength retention rates are 83% and 69%, respectively. | [100] |
BADGE-based CFRP | Hygrothermal aging | Arrhenius | Shear strength | After aging at 8.1, 15.8, and 21.8 °C, the shear strength retention rate remains stable at approximately 73%. When the shear strength retention rate reaches 90%, it takes 1442, 881, and 611 days. | [101] |
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He, W.; Jiang, X.; He, R.; Zheng, Y.; Dai, D.; Huang, L.; Yao, X. A Review on the Aging Behavior of BADGE-Based Epoxy Resin. Buildings 2025, 15, 2450. https://doi.org/10.3390/buildings15142450
He W, Jiang X, He R, Zheng Y, Dai D, Huang L, Yao X. A Review on the Aging Behavior of BADGE-Based Epoxy Resin. Buildings. 2025; 15(14):2450. https://doi.org/10.3390/buildings15142450
Chicago/Turabian StyleHe, Wei, Xinshuo Jiang, Rong He, Yuchao Zheng, Dongli Dai, Liang Huang, and Xianhua Yao. 2025. "A Review on the Aging Behavior of BADGE-Based Epoxy Resin" Buildings 15, no. 14: 2450. https://doi.org/10.3390/buildings15142450
APA StyleHe, W., Jiang, X., He, R., Zheng, Y., Dai, D., Huang, L., & Yao, X. (2025). A Review on the Aging Behavior of BADGE-Based Epoxy Resin. Buildings, 15(14), 2450. https://doi.org/10.3390/buildings15142450