BULLETIN OF THE CHINESE CERAMIC SOCIETY ›› 2026, Vol. 45 ›› Issue (3): 961-973.DOI: 10.16552/j.cnki.issn1001-1625.2025.1102
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WEI Yaopeng1(
), FU Jianhao1, QIAN Zhaoqing1, HE Ran1, CAO Yi2, LU Yadong1, MA Tianchen1, KANG Junfeng1(
)
Received:2025-11-10
Revised:2026-01-01
Online:2026-03-20
Published:2026-04-10
Contact:
KANG Junfeng
CLC Number:
WEI Yaopeng, FU Jianhao, QIAN Zhaoqing, HE Ran, CAO Yi, LU Yadong, MA Tianchen, KANG Junfeng. Research Progress of High-Modulus Glass Fibers[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2026, 45(3): 961-973.
| Enterprise | Main product/code name | Elasticity modulus/GPa | Main application field |
|---|---|---|---|
| AGY | S-3 | ~95 | Aerospace, national defense and high-end sports equipment |
| Owens Corning | H3 | 95 | Large wind turbine blades |
| China Jushi Co., Ltd. | E9 | >95 | Wind turbine blades and new energy vehicles |
| Taishan Fiberglass Inc. | THM® | ≥95 | Wind power, transportation and other fields |
Table 1 High-modulus glass fibers products and key properties from domestic and international enterprises
| Enterprise | Main product/code name | Elasticity modulus/GPa | Main application field |
|---|---|---|---|
| AGY | S-3 | ~95 | Aerospace, national defense and high-end sports equipment |
| Owens Corning | H3 | 95 | Large wind turbine blades |
| China Jushi Co., Ltd. | E9 | >95 | Wind turbine blades and new energy vehicles |
| Taishan Fiberglass Inc. | THM® | ≥95 | Wind power, transportation and other fields |
| Glass fiber | Chemical constitution ( | Modulus/GPa | |||||||
|---|---|---|---|---|---|---|---|---|---|
| SiO2 | Al2O3 | MgO | CaO | B2O3 | M x O y | RE2O3 | TiO2 | ||
| E-glass fibers | 52~62 | 12~16 | 0~5 | 16~25 | 0~10 | 0~2 | 0~1.5 | 80~85 | |
| First-generation HM | 60~62 | 14~17 | 6~<8.75 | 14~17.5 | Free | ≤0.09(Na2O) | 0~1 | 86~89 | |
| Second-generation HM | 56~68 | 11~≤20 | 10~16 | <12 | 0~3 | ≤4(ZnO) | >0.5 | 0~2 | 88~93 |
| Third-generation HM | 48~61 | 22~27 | 5~20 | 1~11 | ≤2.5(Li2O) | ≤5.5(Y2O3) | 90~104 | ||
Table 2 Composition and modulus of E-glass fibers and high-modulus (HM) glass fibers
| Glass fiber | Chemical constitution ( | Modulus/GPa | |||||||
|---|---|---|---|---|---|---|---|---|---|
| SiO2 | Al2O3 | MgO | CaO | B2O3 | M x O y | RE2O3 | TiO2 | ||
| E-glass fibers | 52~62 | 12~16 | 0~5 | 16~25 | 0~10 | 0~2 | 0~1.5 | 80~85 | |
| First-generation HM | 60~62 | 14~17 | 6~<8.75 | 14~17.5 | Free | ≤0.09(Na2O) | 0~1 | 86~89 | |
| Second-generation HM | 56~68 | 11~≤20 | 10~16 | <12 | 0~3 | ≤4(ZnO) | >0.5 | 0~2 | 88~93 |
| Third-generation HM | 48~61 | 22~27 | 5~20 | 1~11 | ≤2.5(Li2O) | ≤5.5(Y2O3) | 90~104 | ||
| Oxide | SiO2 | Al2O3 | CaO | MgO | B2O3 | Li2O | ZrO2 | Y2O3 | TiO2 | La2O3 |
|---|---|---|---|---|---|---|---|---|---|---|
| Ci | 0.541 | 0.832 | 0.596 | 0.731 | 0.731 | 0.539 | 0.846 | 0.720 | 0.779 | 0.539 |
| Gi /(kJ·cm-3) | 64.7 | 134.4 | 65.1 | 84.0 | 78.1 | 80.6 | 97.4 | 74.3 | 86.9 | 68.0 |
Table 3 Unit volume dissociation energy Gi and ion bulk density factor Ciof some oxides[30]
| Oxide | SiO2 | Al2O3 | CaO | MgO | B2O3 | Li2O | ZrO2 | Y2O3 | TiO2 | La2O3 |
|---|---|---|---|---|---|---|---|---|---|---|
| Ci | 0.541 | 0.832 | 0.596 | 0.731 | 0.731 | 0.539 | 0.846 | 0.720 | 0.779 | 0.539 |
| Gi /(kJ·cm-3) | 64.7 | 134.4 | 65.1 | 84.0 | 78.1 | 80.6 | 97.4 | 74.3 | 86.9 | 68.0 |
| Atom | Valence | Coordination number | SBS/(kcal•mol-1) |
|---|---|---|---|
| B | 3 | 3 | 119 |
| B | 3 | 4 | 89 |
| Si | 4 | 4 | 106 |
| Al | 3 | 4 | 101~79 |
| Al | 3 | 6 | 53~67 |
| La | 3 | 7 | 58 |
| Y | 3 | 8 | 50 |
| Mg | 2 | 6 | 37 |
| Li | 1 | 4 | 36 |
| Na | 1 | 6 | 20 |
| Ca | 2 | 8 | 32 |
Table 4 Coordination and single bond strength of some atoms[39]
| Atom | Valence | Coordination number | SBS/(kcal•mol-1) |
|---|---|---|---|
| B | 3 | 3 | 119 |
| B | 3 | 4 | 89 |
| Si | 4 | 4 | 106 |
| Al | 3 | 4 | 101~79 |
| Al | 3 | 6 | 53~67 |
| La | 3 | 7 | 58 |
| Y | 3 | 8 | 50 |
| Mg | 2 | 6 | 37 |
| Li | 1 | 4 | 36 |
| Na | 1 | 6 | 20 |
| Ca | 2 | 8 | 32 |
| Model | Main input | Advantage | Limitation | Range of application | Application scenario |
|---|---|---|---|---|---|
| M-M model | Low computing cost and no need for a large amount of training data | High-coordination aluminum was not taken into consideration | Early rapid screening of the formula | Initial screening of the formula | |
Corrected M-M model | Better quantitative accuracy | The local structure unit cannot be directly parsed | More reliable modulus evaluation and comparison | Fine-tuning of the formula | |
| MD+QSPR | Be capable of conducting feature importance analysis | Sensitive to potential functions and sample preparation paths | Mechanism analysis and medium-scale screening | Mechanism clarification | |
| Stress strain method | Stress, strain | Verify other models | The quenching rate and loading method are very sensitive | Verification and mechanism research | Formula verification |
| TCT | Fast computing speed and strong interpretability | Accuracy depends on the quality of the structural input | Design rules and trend prediction | Adjustment and control of structure |
Table 5 Comparison of different models
| Model | Main input | Advantage | Limitation | Range of application | Application scenario |
|---|---|---|---|---|---|
| M-M model | Low computing cost and no need for a large amount of training data | High-coordination aluminum was not taken into consideration | Early rapid screening of the formula | Initial screening of the formula | |
Corrected M-M model | Better quantitative accuracy | The local structure unit cannot be directly parsed | More reliable modulus evaluation and comparison | Fine-tuning of the formula | |
| MD+QSPR | Be capable of conducting feature importance analysis | Sensitive to potential functions and sample preparation paths | Mechanism analysis and medium-scale screening | Mechanism clarification | |
| Stress strain method | Stress, strain | Verify other models | The quenching rate and loading method are very sensitive | Verification and mechanism research | Formula verification |
| TCT | Fast computing speed and strong interpretability | Accuracy depends on the quality of the structural input | Design rules and trend prediction | Adjustment and control of structure |
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