Tensile–Bending–Corrosion Fatigue Analysis of the Parallel Steel Wire Cable in Suspension Bridges-Reference-Cited by-同舟云学术

Tensile–Bending–Corrosion Fatigue Analysis of the Parallel Steel Wire Cable in Suspension Bridges

Published:2024-03 Issue:3 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Xue Songling¹^ORCID,Shen Ruili²

Affiliation:

1. School of Civil and Ocean Engineering, Jiangsu Ocean Univ., Lianyungang 222005, Jiangsu, P.R. China; School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, Sichuan, P.R. China (corresponding author). ORCID: .

2. School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, Sichuan, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6621

Reference34 articles.

1. Effects of Wind-Barrier Layout and Wind Turbulence on Aerodynamic Stability of Cable-Supported Bridges

2. Fatigue life evaluation of high-strength steel wires with multiple corrosion pits based on the TCD

3. An improved continuum damage mechanics model for evaluating corrosion–fatigue life of high-strength steel wires in the real service environment

4. Atmospheric lead: Its relation to traffic volume and proximity to highways;Daines R. H.;Environ. Sci. Technol.,1970

5. Service life prediction for steel wires in hangers of a newly built suspension bridge considering corrosion fatigue and traffic growth

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