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Peer-reviewedCC BY 4.0Polymers

Study on Damage Mechanisms and Blast Mitigation of GFRPU and Coated Steel Plates

7 affiliations
  1. 1Nanchang Institute of Science and Technology, Nanchang 330108, China
  2. 2School of Aeronautics Mechanical and Electrical Engineering, Jiangxi Flight University, Nanchang 330014, China
  3. 3State Key Laboratory of Precision Blasting, Jianghan University, Wuhan 430056, China
  4. 4Hubei Key Laboratory of Blasting Engineering, Jianghan University, Wuhan 430056, China
  5. 5Department of Engineering Technology and Applications, Army Infantry Academy of PLA, Nanchang 330103, China
  6. 6School of Civil Engineering, Qingdao University of Technology, Qingdao 266525, China
  7. 7Qingdao Shamu Advanced Material Co., Ltd., Qingdao 266108, China

Abstract

Conventional fabrication processes for fiber-reinforced composites are complex and stepwise, limiting their application in blast protection engineering. In this study, KH550 surface-modified glass fiber powder (1.5 wt%) was incorporated into a polyurea matrix, and a homogeneous glass fiber-reinforced polyurea (GFRPU) composite was successfully synthesized via an optimized one-step spray process. The strain-rate-dependent mechanical behavior (0.01–100 s−1), fracture mechanisms, molecular structure, and blast mitigation performance of GFRPU were systematically investigated through mechanical testing, SEM, FTIR, 75 g TNT contact explosion tests, and calibrated and partially verified finite element simulations. Results show that the surface-modified fibers form chemical crosslinks with the matrix, shortening the N–H hydrogen bond length from 3.023 Å to 2.983 Å and increasing the hydrogen bonding degree of the urea carbonyl region from 80.0% to 84.1%, thereby enhancing structural ordering and strength. At a strain rate of 100 s−1, the tensile strength of GFRPU reaches 50.27 MPa, 26% higher than that of the polyurea matrix. Under contact explosion, a 4 mm back-face GFRPU coating reduced the center-point deflection of the steel plate by 31.6% and suppressed brittle cracking, with interfacial debonding and coating tensile failure as the dominant failure modes. Considering protective efficiency and structural safety, 4 mm is recommended as the optimal coating thickness.

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BibTeX
@article{ye2026study,
  title = {{Study on Damage Mechanisms and Blast Mitigation of GFRPU and Coated Steel Plates}},
  author = {Xiaojun Ye and Quanmin Xie and Dongxian Ye and Rui Zhang and Fuyin Gao and Yanshu Fu and Yongkang Xu and Yaoli Hu and Weibo Huang and Longqiang Liang},
  journal = {Polymers},
  year = {2026},
  month = oct,
  doi = {10.3390/polym18202602},
  url = {https://www.mdpi.com/2073-4360/18/20/2602},
  note = {CC BY 4.0},
}
RIS
TY  - JOUR
TI  - Study on Damage Mechanisms and Blast Mitigation of GFRPU and Coated Steel Plates
AU  - Xiaojun Ye
AU  - Quanmin Xie
AU  - Dongxian Ye
AU  - Rui Zhang
AU  - Fuyin Gao
AU  - Yanshu Fu
AU  - Yongkang Xu
AU  - Yaoli Hu
AU  - Weibo Huang
AU  - Longqiang Liang
PY  - 2026
DA  - 2026/10/01
JO  - Polymers
DO  - 10.3390/polym18202602
UR  - https://www.mdpi.com/2073-4360/18/20/2602
AB  - Conventional fabrication processes for fiber-reinforced composites are complex and stepwise, limiting their application in blast protection engineering. In this study, KH550 surface-modified glass fiber powder (1.5 wt%) was incorporated into a polyurea matrix, and a homogeneous glass fiber-reinforced polyurea (GFRPU) composite was successfully synthesized via an optimized one-step spray process. The strain-rate-dependent mechanical behavior (0.01–100 s−1), fracture mechanisms, molecular structure, and blast mitigation performance of GFRPU were systematically investigated through mechanical testing, SEM, FTIR, 75 g TNT contact explosion tests, and calibrated and partially verified finite element simulations. Results show that the surface-modified fibers form chemical crosslinks with the matrix, shortening the N–H hydrogen bond length from 3.023 Å to 2.983 Å and increasing the hydrogen bonding degree of the urea carbonyl region from 80.0% to 84.1%, thereby enhancing structural ordering and strength. At a strain rate of 100 s−1, the tensile strength of GFRPU reaches 50.27 MPa, 26% higher than that of the polyurea matrix. Under contact explosion, a 4 mm back-face GFRPU coating reduced the center-point deflection of the steel plate by 31.6% and suppressed brittle cracking, with interfacial debonding and coating tensile failure as the dominant failure modes. Considering protective efficiency and structural safety, 4 mm is recommended as the optimal coating thickness.
SN  - 2073-4360
ER  -