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Article

Blast Performance of UHMWPE Cavity Protection Structure for Reinforced Concrete Walls

School of Civil Engineering and Architecture, Jiangsu University of Science and Technology, Zhenjiang 212003, China
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Author to whom correspondence should be addressed.
Buildings 2025, 15(23), 4245; https://doi.org/10.3390/buildings15234245 (registering DOI)
Submission received: 29 September 2025 / Revised: 1 November 2025 / Accepted: 20 November 2025 / Published: 24 November 2025

Abstract

Escalating global explosive threats pose persistent challenges to building security. To address this issue, a novel Ultra-High-Molecular-Weight Polyethylene (UHMWPE) cavity protection structure is proposed to enhance the blast resistance of reinforced concrete (RC) walls. In this study, numerical simulation was conducted to investigate the blast resistance and protective mechanisms of the UHMWPE cavity protection structure. The results reveal that the protection mechanism involves two synergistic processes: dissipating energy through plastic deformation of the high-toughness panel and attenuating the shock wave via cavity wave modulation. This configuration achieves a peak overpressure attenuation exceeding 88% within the cavity zone, thereby effectively mitigating blast effects. Compared to an unprotected wall, the UHMWPE cavity protection system achieves a peak overpressure attenuation rate exceeding 86.3% on the blast-facing surface and decreases the peak displacement at the wall center by 60%, effectively suppressing localized damage. Parametric research further indicates that adding stiffeners to the cavities and making the panels thicker can greatly increase the ability to dissipate energy and overall stability of the UHMWPE cavity protection panel. The findings of this study offer valuable guidance for the design of high-performance blast-resistant structures.
Keywords: blast loading; UHMWPE cavity protection panel; RC walls; blast resistance; numerical simulation blast loading; UHMWPE cavity protection panel; RC walls; blast resistance; numerical simulation

Share and Cite

MDPI and ACS Style

Cheng, M.; Zhang, W.; Li, H.; Xu, H.; Wang, P.; Wu, X. Blast Performance of UHMWPE Cavity Protection Structure for Reinforced Concrete Walls. Buildings 2025, 15, 4245. https://doi.org/10.3390/buildings15234245

AMA Style

Cheng M, Zhang W, Li H, Xu H, Wang P, Wu X. Blast Performance of UHMWPE Cavity Protection Structure for Reinforced Concrete Walls. Buildings. 2025; 15(23):4245. https://doi.org/10.3390/buildings15234245

Chicago/Turabian Style

Cheng, Mingxuan, Wenna Zhang, Hongming Li, Hao Xu, Peilei Wang, and Xicheng Wu. 2025. "Blast Performance of UHMWPE Cavity Protection Structure for Reinforced Concrete Walls" Buildings 15, no. 23: 4245. https://doi.org/10.3390/buildings15234245

APA Style

Cheng, M., Zhang, W., Li, H., Xu, H., Wang, P., & Wu, X. (2025). Blast Performance of UHMWPE Cavity Protection Structure for Reinforced Concrete Walls. Buildings, 15(23), 4245. https://doi.org/10.3390/buildings15234245

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