Water vapor diffusion in cracked HDPE sheaths of bridge cables under ultraviolet radiation, coupled environmental temperature-humidity and alternating strain
The diffusion mechanism of water vapor in cracked high-density polyethylene (HDPE) sheaths of cable-stayed bridges under alternating strain remains unclear, limiting durability assessments. Here we investigate vapor diffusion in cracked HDPE sheaths under coupled temperature–humidity and alternating strain using a custom gravimetric penetration device; cracks were introduced via alternating UV–fatigue pretreatment. Experiments show that UV degradation reduces mechanical integrity and increases microchannel density, enhancing vapor ingress; the diffusion flux J scales linearly with the inside–outside RH difference Δ RH , while the diffusion coefficient D exhibits an Arrhenius temperature dependence. Alternating strain widens crack micro-pores and raises D by 6–10% via an influence factor f ( ε ). Integrating Fick’s law with measurements, we formulate a diffusion-coefficient model D (T, ΔRH, ε , A ) that incorporates temperature–humidity coupling, strain effects, and equivalent crack area; multivariate analysis ranks governing factors as temperature > strain magnitude > crack area > strain period > RH difference. The model predicts time-to-critical humidity from environmental conditions and A , directly informing sheath sealing/coating and maintenance decisions and bridging key gaps in environmental–load coupled degradation of cable sheaths. • The HDPE diffusion flux linearly correlates with the relative humidity gradient and increases exponentially with temperature, following the Arrhenius equation • An influence factor f ( ε ) quantifying strain-induced moisture diffusion enhancement was established. • A computational model for cracked HDPE diffusion coefficients was developed, incorporating temperature-humidity coupling and alternating strain effects. • Multivariate regression analysis identified key factors affecting diffusion coefficients
Authors
- Yakun Wen (ORCID: https://orcid.org/0000-0001-6107-727X)
- Huiling Wu (ORCID: https://orcid.org/0000-0001-7937-7553)
- Qingling Meng (ORCID: https://orcid.org/0000-0001-8052-5816)
- Peipeng Wang
- Hailiang Wang (ORCID: https://orcid.org/0000-0003-4409-2034)
- Qian Yang (ORCID: https://orcid.org/0000-0003-1998-1593)
- Feng Guo
- Haochen Duan (ORCID: https://orcid.org/0000-0002-3100-6152)
- Xin Liu (ORCID: https://orcid.org/0000-0001-5934-2118)
- Sen Lu (ORCID: https://orcid.org/0000-0002-5687-508X)
- Minghui Liang
Institutions
- Tianjin Chengjian University (CN)
- Beijing Biocytogen (China) (CN)
- Shanghai Research Institute of Building Sciences (China) (CN)
- China Railway Group (China) (CN)
- China Railway Design Corporation (China) (CN)
Publication Details
- Journal
- Polymer Testing
- Published
- 2025-11-05
- DOI
- https://doi.org/10.1016/j.polymertesting.2025.109030
- Citations
- 1
- Primary Topic
- Asphalt Pavement Performance Evaluation
- Type
- article
- Field-Weighted Citation Impact
- 0.95