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Erschienen in: Innovative Infrastructure Solutions 2/2024

01.02.2024 | Technical Paper

Seismic fragility curves for buried steel gas pipelines with corrosion damage

verfasst von: Mitra Farhang, Nemat Hassani, Ali Seyedkazemi

Erschienen in: Innovative Infrastructure Solutions | Ausgabe 2/2024

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Abstract

Gas-buried steel pipes are exposed to various types of corrosion during their service life, and as a result, their initial resistance is significantly reduced. In most previous studies, the seismic vulnerability analysis of these pipes has been done without considering corrosion. The present study evaluates the seismic vulnerability of gas-buried steel pipes and extracts fragility curves considering pipe corrosion. Due to the impossibility of objectively observing the corrosion rate of pipes, a probabilistic model is presented considering the random effect in pipeline corrosion, and for different percentages of corrosion, the critical corrosion range is calculated. Then by modeling the corroded pipe in the soil and applying earthquake acceleration to it, incremental dynamic analysis (IDA) is performed in ABAQUS software and IDA curves are obtained. In the following, the probability of exceedance curves for strain are extracted, and the probability of vulnerability for different pipe corrosion conditions is determined. Finally, the seismic fragility curves of the pipeline showing the probability of failure (POF) as a function of peak ground acceleration (PGA) are obtained. The results show that corrosion percentage, variety of corrosion points, and PGA, strongly affect the uncertainty of strain data and subsequently the probability of failure of the pipeline system. For PGA = 0.4 g, in the case of a healthy pipe, the probability of exceeding the failure criterion strain is close to zero, while this probability is close to 80% for a pipe with average corrosion of 60%.

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Metadaten
Titel
Seismic fragility curves for buried steel gas pipelines with corrosion damage
verfasst von
Mitra Farhang
Nemat Hassani
Ali Seyedkazemi
Publikationsdatum
01.02.2024
Verlag
Springer International Publishing
Erschienen in
Innovative Infrastructure Solutions / Ausgabe 2/2024
Print ISSN: 2364-4176
Elektronische ISSN: 2364-4184
DOI
https://doi.org/10.1007/s41062-023-01340-1

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