Fatigue Life Analysis of Steel Riveted Rail Bridges Affected by Corrosion

Abstract

Decades-old steel bridges have to endure an unfavourable environment that causes the ageing and deterioration of material properties. Moreover, railway bridges in particular are exposed to a large number of stress ranges that may lead to fatigue damage. The combination of both phenomena has a significant impact on the condition of bridges and their remaining service life. In such cases, appropriate maintenance or even removal of the deteriorated structure is necessary; however, a lack of funds often makes this difficult. The subject of this paper is the development of methodology for the assessment of remaining service life of existing steel bridges considering the fatigue and corrosion effects. Using MATLAB ® software, a program for the prediction of the remaining fatigue life has been developed. The results of earlier experiments and numerical simulations were integrated into this tool. Various scenarios regarding the future maintenance of bridges were included in the program, thus making it possible to calculate the remaining service life of bridges, including corresponding costs. The second half of the paper presents a case study demonstrating the application of the methodology and the calculation program.

Review of annual progress of bridge engineering in 2019

“…In regard to evolution of fatigue damage and degradation mechanism, Macho et al (2019) investigated fatigue performance of the component connection considering artificial accelerate corrosion and coupled complex stress, indicating that the corrosion will significantly accelerate fatigue damage evolution process. Gao et al (2019) pointed out that the coupling degradation mechanism of fatigue resistance of ocean bridges subjected to vehicle load and complex ocean load, and the interaction mechanism between seawater corrosion and structural fatigue damage still need to be further studied.…”