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

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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
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article

Water vapor diffusion in cracked HDPE sheaths of bridge cables under ultraviolet radiation, coupled environmental temperature-humidity and alternating strain

Yakun Wen, Huiling Wu, Qingling Meng, Peipeng Wang et al.
1 citations
Polymer Testing
Asphalt Pavement Performance Evaluation
0.95
article

Water vapor diffusion in cracked HDPE sheaths of bridge cables under ultraviolet radiation, coupled environmental temperature-humidity and alternating strain

Yakun Wen, Huiling Wu, Qingling Meng, Peipeng Wang, Hailiang Wang, Qian Yang, Feng Guo, Haochen Duan, Xin Liu, Sen Lu, Minghui Liang
article en
1 citations

Abstract

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

Polymer TestingVol. 153
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)
Openalex Percentile: Top 20%
Asphalt Pavement Performance Evaluation
0.95
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