4.7 Article

Life cycle analysis of steel railway bridges

Journal

THEORETICAL AND APPLIED FRACTURE MECHANICS
Volume 97, Issue -, Pages 385-399

Publisher

ELSEVIER SCIENCE BV
DOI: 10.1016/j.tafmec.2017.06.023

Keywords

Steel bridges; Corrosion; Fatigue crack growth; Remaining life

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This paper focuses on the growth of cracks that arise from natural corrosion in steel bridges. It is shown that these two effects of corrosion and stress, need to be simultaneously analysed. A methodology used to compute the growth of such cracks in bridge steels is presented. A better understanding of the remaining life of steel bridges would help establish an assessment procedure and guide engineers when deciding between reinforcement and replacement. (C) 2017 Elsevier Ltd. All rights reserved.

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